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<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/"><channel><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions</link><description /><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions</link><pubDate>Thu, 27 Jul 2023 08:39:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Abhisek M</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Current Revision posted to RAM | STAAD | ADINA Wiki by Abhisek M on 7/27/2023 8:39:37 AM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I model a slab having two different thicknesses such that their top faces are aligned?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate a solid mesh using a plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member, Plate and Solid - which one to use?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling intersection of two cylinders in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Optimum Plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling a base plate on a concrete pedestal]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can STAAD.Pro be used in designing a mat foundation?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Length to thickness ratio of individual plate element]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to assign properties to solids?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling and orthotropic plate]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing the Orientation of Beams and Plates]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change the local axis orientation X and Y for plates?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying concentrated loads on a plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Load determination from displacement value]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer load from slab to beam without modelling the slab]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Repeat load within a Repeat load case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Apply loads on wall of silo]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of FLOOR LOAD vs ELEMENT LOAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moving load on curved beam]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Wind load calculation process in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moving load generation for a wide truck]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Consider moving load not applied over a beam]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Wind load on Truss member]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Find out critical reaction for a moving load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to combine Moving Load with other existing Loads]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Wind load applied to member groups in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Note indicating floor diaphragm is to be defined before wind definition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Generating Load Combinations by using Eurocode]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Code selection for Wind Load generation is grayed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING-NO MEMBERS IN SPECIFIED VERTICAL RANGE - in STAAD.Pro moving load generation]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Unit for Temperature Loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[**WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/188</link><pubDate>Wed, 28 Jun 2023 13:33:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 188 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/28/2023 1:33:17 PM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I model a slab having two different thicknesses such that their top faces are aligned?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate a solid mesh using a plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member, Plate and Solid - which one to use?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling intersection of two cylinders in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Optimum Plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling a base plate on a concrete pedestal]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can STAAD.Pro be used in designing a mat foundation?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Length to thickness ratio of individual plate element]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to assign properties to solids?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling and orthotropic plate]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing the Orientation of Beams and Plates]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change the local axis orientation X and Y for plates?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying concentrated loads on a plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/187</link><pubDate>Wed, 28 Jun 2023 13:09:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 187 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/28/2023 1:09:12 PM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
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&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I model a slab having two different thicknesses such that their top faces are aligned?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate a solid mesh using a plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member, Plate and Solid - which one to use?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling intersection of two cylinders in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Optimum Plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling a base plate on a concrete pedestal]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can STAAD.Pro be used in designing a mat foundation?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Length to thickness ratio of individual plate element]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to assign properties to solids?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing the Orientation of Beams and Plates]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change the local axis orientation X and Y for plates?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying concentrated loads on a plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/186</link><pubDate>Wed, 28 Jun 2023 12:54:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 186 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/28/2023 12:54:14 PM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;tbody data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I model a slab having two different thicknesses such that their top faces are aligned?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate a solid mesh using a plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member, Plate and Solid - which one to use?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling intersection of two cylinders in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Optimum Plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling a base plate on a concrete pedestal]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can STAAD.Pro be used in designing a mat foundation?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Length to thickness ratio of individual plate element]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to assign properties to solids?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing the Orientation of Beams and Plates]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying concentrated loads on a plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/185</link><pubDate>Wed, 28 Jun 2023 12:49:55 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 185 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/28/2023 12:49:55 PM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;tbody data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I model a slab having two different thicknesses such that their top faces are aligned?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate a solid mesh using a plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member, Plate and Solid - which one to use?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling intersection of two cylinders in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Optimum Plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling a base plate on a concrete pedestal]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can STAAD.Pro be used in designing a mat foundation?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to assign properties to solids?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing the Orientation of Beams and Plates]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying concentrated loads on a plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/184</link><pubDate>Tue, 27 Jun 2023 14:10:06 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 184 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/27/2023 2:10:06 PM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;tbody data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I model a slab having two different thicknesses such that their top faces are aligned?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate a solid mesh using a plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member, Plate and Solid - which one to use?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling intersection of two cylinders in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Optimum Plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling a base plate on a concrete pedestal]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to assign properties to solids?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing the Orientation of Beams and Plates]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying concentrated loads on a plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/183</link><pubDate>Tue, 27 Jun 2023 14:03:13 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 183 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/27/2023 2:03:13 PM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
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&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I model a slab having two different thicknesses such that their top faces are aligned?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate a solid mesh using a plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member, Plate and Solid - which one to use?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling intersection of two cylinders in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Optimum Plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling a base plate on a concrete pedestal]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to assign properties to solids?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing the Orientation of Beams and Plates]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/182</link><pubDate>Tue, 27 Jun 2023 13:56:22 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 182 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/27/2023 1:56:22 PM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I model a slab having two different thicknesses such that their top faces are aligned?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate a solid mesh using a plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member, Plate and Solid - which one to use?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling intersection of two cylinders in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Optimum Plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling a base plate on a concrete pedestal]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to assign properties to solids?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/181</link><pubDate>Tue, 27 Jun 2023 13:49:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 181 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/27/2023 1:49:32 PM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I model a slab having two different thicknesses such that their top faces are aligned?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate a solid mesh using a plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member, Plate and Solid - which one to use?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling intersection of two cylinders in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Optimum Plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling a base plate on a concrete pedestal]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/180</link><pubDate>Fri, 23 Jun 2023 10:58:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 180 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/23/2023 10:58:33 AM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I model a slab having two different thicknesses such that their top faces are aligned?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate a solid mesh using a plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member, Plate and Solid - which one to use?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling intersection of two cylinders in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Optimum Plate mesh]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/179</link><pubDate>Fri, 23 Jun 2023 10:56:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 179 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/23/2023 10:56:07 AM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;tbody data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I model a slab having two different thicknesses such that their top faces are aligned?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate a solid mesh using a plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member, Plate and Solid - which one to use?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling intersection of two cylinders in STAAD.Pro]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/178</link><pubDate>Fri, 23 Jun 2023 10:53:18 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 178 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/23/2023 10:53:18 AM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
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&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I model a slab having two different thicknesses such that their top faces are aligned?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate a solid mesh using a plate mesh]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member, Plate and Solid - which one to use?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/177</link><pubDate>Fri, 23 Jun 2023 10:51:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 177 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/23/2023 10:51:33 AM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I model a slab having two different thicknesses such that their top faces are aligned?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate a solid mesh using a plate mesh]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/176</link><pubDate>Fri, 23 Jun 2023 10:49:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 176 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/23/2023 10:49:54 AM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I model a slab having two different thicknesses such that their top faces are aligned?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/175</link><pubDate>Fri, 23 Jun 2023 10:47:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 175 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/23/2023 10:47:30 AM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;tbody data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I convert surface elements to plate elements]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/174</link><pubDate>Fri, 23 Jun 2023 10:35:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 174 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/23/2023 10:35:02 AM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Challenges involved in modeling with surface elements in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/173</link><pubDate>Thu, 22 Jun 2023 14:07:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 173 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/22/2023 2:07:33 PM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Applying control/dependent specification in non global directions]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/172</link><pubDate>Thu, 22 Jun 2023 14:01:49 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 172 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/22/2023 2:01:49 PM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
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&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
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&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cracked section properties when modeling with concrete]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/171</link><pubDate>Thu, 22 Jun 2023 13:51:51 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 171 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/22/2023 1:51:51 PM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/170</link><pubDate>Thu, 22 Jun 2023 13:43:34 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 170 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/22/2023 1:43:34 PM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29393/duplicated-nodes-warning"&gt;Duplicated Nodes Warning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28450/modeling-sheet-pile-in-staad-pro"&gt;Modeling sheet pile in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Concept of member offset in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
</description></item><item><title>STAAD.Pro Modeling Solutions</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions/revision/169</link><pubDate>Thu, 22 Jun 2023 13:39:44 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cab267ea-ee48-4eba-8eed-30292582ef6e</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/15553/staad-pro-modeling-solutions#comments</comments><description>Revision 169 posted to RAM | STAAD | ADINA Wiki by Modestas on 6/22/2023 1:39:44 PM&lt;br /&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" data-userway-s19-styled="true" data-text-align-feature-value="4" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:500px;" align="left" border="0" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:medium;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;b data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
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&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;STAAD.Pro&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;All&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;N/A&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Analytical Modeler&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span&gt;Modeling Solutions&lt;/span&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;strong data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;td data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:&lt;br /&gt;&lt;br /&gt;&lt;img style="max-height:480px;max-width:640px;" alt=" " src="/resized-image/__size/1280x960/__key/communityserver-wikis-components-files/00-00-00-00-54/Pages.png" /&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Geometry&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27984.can-i-model-retaining-wall-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling a Retaining Wall&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/20702.connectivity-issues" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Connectivity Issues&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23407.difference-between-plate-shell-and-surface-elements" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Difference Between Plate, Shell, and Surface Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22310.error-total-jointelement-limits-exceeded-while-creating-surface" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Joint/Element Limits Exceeded&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27379.how-to-model-corrugated-steel-plates-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modeling Corrugated Steel Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15615.joint-coordinates-being-modified-when-model-is-moved" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Joint Coordinates Modified when Model Moved&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23103.modeling-shear-walls-using-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Shear Walls Using Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28595.not-able-to-copy-a-member-or-node-or-do-a-translational-repeat" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Cannot Copy a Member, Node or do Transitional Repeat&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Modeling base plate with anchors in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Identifying face numbers for Solid Elements]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to check modelling error in Structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Can I analyze and design a hollow core slab using STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change input units in STAAD.Pro CONNECT Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/65101/mesh-generation-error-while-adding-an-opening-in-the-parametric-models"&gt;Mesh generation error while adding an opening in the Parametric Models&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/31296/box-culvert-modeling-in-staad-pro"&gt;Box Culvert Modeling in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8353/limitations-of-the-curved-beams-in-staad-pro"&gt;Limitations of the curved beams in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/16969/magnifying-or-scaling-down-a-model"&gt;Magnifying or Scaling down a model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2750/staad-pro-wall-analysis-for-dams-tn"&gt;STAAD.Pro Wall Analysis For Dams [TN]&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29165/how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro"&gt;How to model Pile cap attached to batter and vertical piles in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29175/plate-error---badly-shaped-warped-not-convex-or-not-numbered-counter-clockwise"&gt;Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29385/avoiding-stress-concentrations"&gt;Avoiding Stress Concentrations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;C&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29402/change-model-units-in-an-existing-model"&gt;hange Model Units in an Existing Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/59088/check-beam-connectivity-using-the-highlight-intersecting-beams-tool"&gt;Check Beam Connectivity Using the &amp;quot;Highlight Intersecting Beams&amp;quot; Tool&lt;/a&gt;&lt;/li&gt;
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&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Error - Member/Element cannot be a member of more than 10 groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/21233/how-do-i-merge-two-staad-pro-models"&gt;How do I merge Two STAAD.Pro models?&lt;/a&gt;&lt;/li&gt;
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&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29399/plate-diaphragm---flexible-diaphragm-or-rigid-diaphragm"&gt;Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29391/splitting-continuous-beams"&gt;Splitting Continuous Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29386/user-defined-grid-system"&gt;User Defined Grid System&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29317/machine-foundation-analysis"&gt;Machine Foundation Analysis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Model Flat slab-drop cap in STAAD.Pro]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to find the coordinates of two intersecting members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I change / modify unit system?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Use of larger numbers in joint coordinates in STAAD.Pro models]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How do I generate plate mesh while facing the situation stated below]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to move a node or group of nodes by a certain distance.]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Properties&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21481.error-section-properties-not-entered-for-member" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Section Properties not Entered for Member&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17821.how-can-i-define-a-steel-section-encased-in-concrete-or-a-steel-section-with-a-concrete-core-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Steel Section Encased in Concrete or with Concrete Core&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27918.how-to-add-a-new-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modify Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/24674.how-to-add-a-new-section-database-to-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;New Section Database&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[&amp;ldquo;WARNING- TD or TB IS ZERO IN USER TABLE &amp;hellip;&amp;rdquo;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Merge Properties]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/60971/creating-a-custom-section-in-the-user-provided-table-upt" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Creating a custom section in the User Provided Table (UPT)&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62441/how-do-i-assign-wt-sections-to-members-in-my-model"&gt;How Do I Assign WT Sections to Members In My Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section Wizard Tutorial]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29938/how-to-account-for-joists-in-stiffness-analysis-in-staad-pro"&gt;How to account for joists in stiffness analysis in STAAD.Pro?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63869/how-to-enter-section-properties-for-a-non-standard-or-built-up-shape-as-a-user-table-of-type-general"&gt;How to enter section properties for a non-standard or built-up shape as a User Table of type &amp;quot;General&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29392/the-meaning-of-ct-value-for-the-w-shape"&gt;The meaning of Ct value for the W shape&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29307/define-the-orientation-of-the-local-axis"&gt;Define the Orientation of the Local Axis&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[IZ of prismatic section is missing for a Plane structure]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to Add Specification to Selected Member Profile]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Steel Sections are missing]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD.Pro Section database appears to be corrupted or greyed out]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to change default Section database as per User&amp;#39;s need?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Prismatic and General Section]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Backup section database after updating the STAAD.Pro CE]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Transfer user modified Section Database files to other system]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Section properties reported by the Section Wizard do not match with hand calculations]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Changing units in the Section Wizard]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[St. Venant&amp;#39;s Torsional Constant]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9236.create-section-by-specifying-profile-points" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Section by Specifying Profile Points&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26303.how-can-i-model-solid-rods-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Solid Rods&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Materials&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/12084.staad-pro-create-material-macro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Create Material Macro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[POISSON&amp;#39;S RATIO HAS NOT BEEN SPECIFIED]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Timber material is missing]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Specifications&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8062.changing-the-orientation-of-beams-and-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Beam and Plate Orientation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/26838.compression-force-developed-in-tension-members" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Compression Force in Tension Members&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22821.how-to-define-a-cable-section" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Define Cable Section&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/23459.modeling-slab-on-top-of-beams-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Model Slab on Top of Beams&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Different member release for different load cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is member release in STAAD.Pro?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Partial Moment Releases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Fire Proofing Specification in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level"&gt;HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29163/i-am-trying-to-model-a-beam-connecting-to-the-flange-of-a-column"&gt;I am trying to model a beam connecting to the flange of a column&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29390/assigning-offsets-to-plate-elements"&gt;Assigning Offsets to Plate Elements&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29388/braces-carry-lateral-loads-only"&gt;Braces Carry Lateral Loads Only&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/47047/member-releases-in-an-excel-sheet"&gt;Member releases in an excel sheet&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Ignore the Stiffness of Certain Members]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[INACTIVE MEMBER Command]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Master\Slave Command to Define a Rigid Diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[When I try to analyze my model it terminates with the error &amp;quot;invalid sparse matrix creation&amp;quot;]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Mass used to calculate the center of mass of the diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Floor weight consideration for rigid diaphragm]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Supports&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/21804.difference-between-fixed-and-enforced-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Fixed and Enforced Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19388.how-to-scale-down-supports" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Scale Down Supports&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22939.how-to-specify-different-values-of-stiffness-for-compression-and-tension-at-the-same-support" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Values of Stiffness for Compression and Tension at a Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17548.multiple-support-conditions-within-same-analysis-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Multiple Support Conditions in Same Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/7760.some-aspects-to-consider-when-analyzing-mat-foundations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Aspects to Consider Analyzing Mat Foundations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Multi Linear Spring Support]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What are Inclined Supports and how do I use them?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12687/tension-compression-only-spring-support"&gt;Tension/Compression Only Spring Support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29379/difference-between-y-and-y-only-type-foundation-support"&gt;Difference between Y and Y-ONLY type foundation support&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/62003/i-have-a-model-containing-compression-only-soil-springs-in-which-the-wind-loads-are-producing-very-large-displacements-how-do-i-resolve-this"&gt;My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between ELASTIC MAT and PLATE MAT]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Elastic Foundation Error 0550]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Is a spring in compression or tension?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Loading&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/15554.applying-line-load-on-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Applying Line Loads on Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/27957.defining-temperature-load-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Defining Temperature Load&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10110.distributing-the-wheel-loads-to-the-members-of-the-deck" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Distributing Wheel Loads&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/22158.how-to-find-total-weight-of-plates" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Total Weight of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/19060.is-it-possible-to-delete-a-rule-created-in-error-from-edit-load-rules-for-auto-load-combination-generation-dialog" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Edit Load Rules for Auto Load Combination Generation&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28044.load-path-consideration-in-staad-pro" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Load Path Consideration&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/10075.seismic-analysis-specifying-seismic-weights-through-reference-load-cases" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Specify Seismic Weights Through Reference Load Cases&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/30456/how-to-convert-a-load-combination-to-a-repeat-load"&gt;How to convert a LOAD COMBINATION to a REPEAT LOAD&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Loads are not displayed in the STAAD.Pro graphical user interface]]&lt;/p&gt;
&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to use Mass model Generator]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to generate floor loading on an inclined floor/roof ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63976/a-warning-message-while-running-the-eurocode-load-combination-generator-appears" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;A warning message while running the Eurocode Load Combination Generator appears&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/63977/eurocode-load-combination-generator-creates-some-unrealistic-load-combinations" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Eurocode Load Combination Generator creates some unrealistic load combinations&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Setting Display units for load values in STAAD]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/64176/modifying-a-wind-load-definition-in-the-gui" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Modifying a Wind Load definition in the GUI&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction"&gt;Reference Loads An Introduction&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29378/change-units-after-entering-loading-functions"&gt;Change Units After Entering Loading Functions&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/35816/prestress-vs-poststress-member-load-in-staad-pro"&gt;PRESTRESS vs POSTSTRESS member load in STAAD.Pro&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29313/rock-anchors-and-post-tensioning"&gt;Rock Anchors and Post Tensioning&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Member Tension And Combination Load Cases]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[What is a Fixed End Member Load?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reported Warnings in applied Uniformly Distributed Member Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Difference Between a Load Combination and a Repeat Load]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Eliminate Floor Load Warning]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Reference Load Case]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Seasonal Temperature loading]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature Load and Alpha Value for Mean Temperature]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Temperature load on plate element]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[WARNING - UNEXPECTED COMMAND IN LOAD DATA]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Why Am I Unable to Edit the Design Code in My Wind Load Definition?]]&lt;/li&gt;
&lt;/ol&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span style="font-size:150%;"&gt;Other&lt;/span&gt;&lt;/p&gt;
&lt;ol data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28648.how-can-i-find-out-the-cg-of-my-structure" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Center of Gravity&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/28046.how-to-convert-a-set-z-up-model-into-a-set-y-up-model" data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;Convert &amp;quot;SET Z UP&amp;quot; to &amp;quot;SET Y UP&amp;quot;&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Cannot edit models created in the Physical modeler using the Analytical modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;span data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[How to determine the local Axes in created &amp;lsquo;InFill&amp;rsquo; plates]]&lt;/span&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Not able to see certain entities in my model]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off Labels]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[STAAD commands are written in an extensive list in the input file]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;[[Assigning Properties, Specification, and Design Parameters using Beam Groups]]&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29389/limitation-on-number-of-plates"&gt;Limitation on Number of Plates&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29400/make-tool-tips-visible"&gt;Make Tool Tips Visible&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29371/quickly-find-total-number-of-nodes-beams-in-a-model"&gt;Quickly find Total Number of Nodes &amp;amp; Beams in a Model&lt;/a&gt;&lt;/li&gt;
&lt;li data-userway-s19-styled="true" data-text-align-feature-value="4"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29382/viewing-individual-floors"&gt;Viewing Individual Floors&lt;/a&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;See also:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/9161/staad-pro-analysis-solutions"&gt;STAAD.Pro Analysis Solutions&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12299/staad-pro-design-solutions"&gt;STAAD.Pro Design Solutions&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: connectivity, Temperature, orientation, Line Loads, transitional repeat, corrugated, rods, model moved, STAAD.Pro, Reference Load Cases, Surface, cable, Total Weight, Mat Foundations, Enforced, Gusset Connection, element limits, multiple support conditions, retaining wall, Modeling, Set Z Up, section database, center of gravity, Create Material, temperature load, wheel, fire proofing, SET Y UP, scale down supports, shell, Fixed, Disjointed, plate, joint limits, core, Section Properties, compression, Encased, load path, Shear Wall&lt;/div&gt;
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