<?xml version="1.0" encoding="UTF-8" ?>
<?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>Rahul Saxena's Activities</title><link>https://communities.bentley.com/members/b15e95f2_2d00_0d77_2d00_46ab_2d00_802f_2d00_06f18f402f47</link><description>Rahul Saxena's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>OpenTower Designer Imperial Update 2.0</title><link>https://communities.bentley.com/products/opentower/w/opentower-wiki/5729/opentower-designer-imperial-update-2-0</link><pubDate>Tue, 09 Aug 2011 17:12:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cce8fd89-e43b-401c-8964-266c2a40d219</guid><dc:creator>Pankaj Taneja</dc:creator><description>&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/700x0/__key/communityserver-wikis-components-files/00-00-00-06-10/stxt2.png" /&gt;&lt;/p&gt;
&lt;h2&gt;Design Software for Communication Towers&lt;/h2&gt;
&lt;p&gt;OpenTower Designer performs comprehensive design and analysis of various types of communication structures such as tapered monopoles, stepped poles, 3-legged or 4-legged self-supporting and guyed towers. OpenTower helps engineers to generate the physical model using parametric setup wizards and categorizes the panels/sections, legs, horizontals, and bracing members with orientations without manual intervention. The structure can easily be edited to achieve the desired shape and configuration.&lt;/p&gt;
&lt;p&gt;Visit the &lt;a href="https://opentower.com/"&gt;www.opentower.com&lt;/a&gt;&amp;nbsp;for additional information on this product.&lt;/p&gt;
&lt;p&gt;&lt;span&gt;OpenTower is the next generation of Bentley&amp;#39;s Tower product and users of the product will find&amp;nbsp;it very user friendly and includes the industry workflow of telecommunication tower structures.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;h2&gt;Learn&lt;/h2&gt;
&lt;p&gt;&lt;span&gt;You can watch the introductory videos of OpenTower from Bentley&amp;#39;s youtube channel&amp;nbsp;&amp;nbsp;&lt;/span&gt;&lt;a title="OpenTower Designer" href="https://www.youtube.com/watch?v=cc7JTPX65CA&amp;amp;list=PL5LpElzkNC9k2EgZWMUpSDH11U-57NKxc"&gt;OpenTower Designer Videos&lt;/a&gt;&lt;span&gt;.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;You can learn the workflow of OpenTower Designer - Mount&amp;nbsp;analysis feature from Bentley&amp;#39;s youtube channel&amp;nbsp;&lt;a title="OpenTower Mount analysis" href="https://www.youtube.com/watch?v=mmX7VHKNsXM&amp;amp;t=586s"&gt;OpenTower Mount analysis Videos&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;h2&gt;Download&lt;/h2&gt;
&lt;p&gt;You can download the latest version of&amp;nbsp;OpenTower from Bentley&amp;#39;s &lt;a title="OpenTower Designer" href="https://softwaredownloads.bentley.com/en/ProductDetails/2610?packageid=24471"&gt;OpenTower Designer&lt;/a&gt;.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Latest OpenTower Designer 10.02.00.05 updated user manual.&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-wikis-components-files/00-00-00-06-10/OpenTower-Designer-Reference-Manual-Imperial-Update-2.0.pdf"&gt;communities.bentley.com/.../OpenTower-Designer-Reference-Manual-Imperial-Update-2.0.pdf&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;h2&gt;Support&lt;/h2&gt;
&lt;p&gt;Visit [[OpenTower Designer TechNotes and FAQs]]&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;h2&gt;Related&lt;/h2&gt;
&lt;p&gt;Browse related content tagged: &lt;a title="OpenTower" href="https://opentower.com/"&gt;Bentley OpenTower Designer&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/5729/opentower-designer"&gt;OpenTower Designer TechNotes and FAQ&amp;#39;s&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;[[STAAD.Pro]], [[MStower]]&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>OpenTower Wiki</title><link>https://communities.bentley.com/products/opentower/w/opentower-wiki</link><pubDate>Wed, 24 Mar 2021 18:40:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:86d51ce0-126a-4057-96e5-9977beaae1ed</guid><dc:creator>Pankaj Taneja</dc:creator><description>&lt;h1&gt;New Features and Updates&lt;/h1&gt;
&lt;p&gt;&lt;strong&gt;Monopole Reinforcement and Connections&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;It&amp;rsquo;s a new feature implemented for all the supported types of poles such as Tapered, Stepped, and Hybrid poles in OpenTower Designer. It has been implemented for all the TIA design standards (EIA/TIA-222-F, TIA-222-G, and TIA-222-H). The monopole reinforcement calculator is also added to allow user to create new reinforcement sections. To access Monopole reinforcement, go to the Section Detail page and navigate through the Reinforcement and Connection page.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-06-10/Pole-Reinf.jpg" /&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1617117705665v2.png" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1617117736204v3.png" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1617117756005v4.png" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1617117772820v5.png" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1617117791294v6.png" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;Shroud and Conduit &lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;The user has a provision to use the Shroud or Conduit type of encasement for the feeders. This is achieved by creating a different type of continuous attachment from the UPT or include in the standard database.&amp;nbsp; Both shroud and conduits are implemented for monopoles only. The feeders referring to the shroud attachment will be shielded from the wind load calculations and will be included in the Ra factor. Only the self-weight of those feedlines will be considered.&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1617118560497v9.png" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;Tower Profile Page&lt;/strong&gt; - The Tower Profile page has been updated and includes the tower weight (for SST and monopoles) in tower notes, monopole reinforcement tables, and updates to the logo and address details.&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1617119216520v10.png" /&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1617119302908v11.png" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-wikis-components-files/00-00-00-06-10/4606.OpenTower-Designer-Reference-Manual-Imperial-Update-2.0.pdf"&gt;communities.bentley.com/.../4606.OpenTower-Designer-Reference-Manual-Imperial-Update-2.0.pdf&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>OpenTower Designer CONNECT</title><link>https://communities.bentley.com/products/opentower/w/opentower-wiki/42347/opentower-designer-connect</link><pubDate>Wed, 15 May 2019 20:59:48 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:97d66a8e-3b9d-4a98-89a7-642b5a28eaff</guid><dc:creator>Pankaj Taneja</dc:creator><description>&lt;p&gt;&lt;em&gt;Tower design re-imagined &lt;/em&gt;&lt;/p&gt;
&lt;p&gt;&lt;em&gt;Structural modeling, analysis, and design solution for communication towers&lt;/em&gt;&lt;/p&gt;
&lt;p&gt;We are proud to announce the release of OpenTower CONNECT, a leading structural solution for telecommunication towers. This purpose-built application captures real-life analysis workflows, including modifications, multiple scenario evaluations, foundation checks, and connection designs. It can connect with equipment databases to automatically generate wind and seismic loadings, analyze the structure and produce custom reports. The application&amp;rsquo;s advanced graphics offer a realistic view of the tower as modeled, including 3D rendering of equipment and feedlines on the tower. The program is offered through&amp;rsquo;s Bentley&amp;rsquo;s consumption-based visa licensing program and known as OpenTower Comms Visa.&lt;/p&gt;
&lt;p&gt;OpenTower Designer is the next generation of Bentley&amp;#39;s Tower product and users of that product will find OpenTower ease to use and follow the tower engineer daily workflow in detail.&lt;/p&gt;
&lt;h2&gt;&lt;strong&gt;Flexible and extendable architecture&lt;/strong&gt;&lt;/h2&gt;
&lt;p&gt;OpenTower was developed with an open architecture. Considering changing business trends on modifying existing structures, the application is designed to work with external catalogs and libraries, which can be edited and extended throughout the lifecycle of tower management and re-analysis.&lt;/p&gt;
&lt;p&gt;OpenTower includes comprehensive databases, such as appurtenances catalog, bracing library, and truss-leg library. A custom tower catalog is provided for built-up sections, typically used for reinforcing towers. This catalog can be extended by adding new sections and new section profiles. User-provided table (UPT), is an innovative method to create and use user-defined materials, sections, and appurtenances.&lt;/p&gt;
&lt;p&gt;With state-of-the art technology and graphics, OpenTower is designed for its openness and user-friendliness.&lt;/p&gt;
&lt;p&gt;&lt;img style="display:block;margin-left:auto;margin-right:auto;" alt=" " src="/resized-image/__size/620x480/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1557953606973v1.png" /&gt;&lt;/p&gt;
&lt;h2&gt;&lt;strong&gt;Increased Modeling Efficiency with Automation and Best-Practices&lt;/strong&gt;&lt;/h2&gt;
&lt;p&gt;Engineers can now model lattice towers faster than ever using physical model generation utilities thorough parametric wizards. This includes automatic orientations of all members. It is a physical modeling system, where geometry is defined as a combination of multiple panels, starting from the top.&lt;/p&gt;
&lt;p&gt;&lt;img style="display:block;margin-left:auto;margin-right:auto;" alt=" " src="/resized-image/__size/620x480/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1557953627647v2.png" /&gt;&lt;/p&gt;
&lt;p&gt;Discrete and linear appurtenances can be easily attached and viewed through built-in catalogs and an intuitive user interface. OpenTower automatically generates wind, ice, and seismic loads based on TIA 222- Rev F, Rev G, and Rev H standards along with ASCE 07.&lt;/p&gt;
&lt;p&gt;The application was designed by practicing engineers and encompasses engineers&amp;rsquo; desired workflow and best practices. All the inputs were cleverly structured and screens were reimagined to optimize your work. Discrete appurtenances can be attached through mounts, and feedlines are provided in reference to linear attachments, such as ladders and banjo brackets.&lt;/p&gt;
&lt;p&gt;&lt;img style="display:block;margin-left:auto;margin-right:auto;" alt=" " src="/resized-image/__size/620x480/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1557953659909v3.png" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;img style="display:block;margin-left:auto;margin-right:auto;" alt=" " src="/resized-image/__size/620x480/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1557953666475v4.png" /&gt;&lt;/p&gt;
&lt;h2&gt;&lt;strong&gt;Advanced Capabilities&lt;/strong&gt;&lt;/h2&gt;
&lt;p&gt;A OpenTower model essentially becomes a living history of a tower&amp;rsquo;s lifecycle management through its modification layer and scenario analysis capabilities. The application&amp;rsquo;s multilayered approach to separate modification layers from the base model, enables users to combine installed model with hierarchical proposed modifications. All modifications are saved for future use.&lt;/p&gt;
&lt;p&gt;The application separates loading layer from geometry layer. Users can create any number of load definitions, groups, and configurations with appropriate classifications. A loading layer can then be combined with a geometric layer to create an analysis scenario. Users can analyze and compare as many scenarios as needed to deduce the optimum configuration.&lt;/p&gt;
&lt;p&gt;&lt;img style="display:block;margin-left:auto;margin-right:auto;" alt=" " src="/resized-image/__size/620x480/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1557953679784v5.png" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;img style="display:block;margin-left:auto;margin-right:auto;" alt=" " src="/resized-image/__size/620x480/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1557953689645v6.png" /&gt;&lt;/p&gt;
&lt;h2&gt;&lt;strong&gt;Realistic Graphics and precision modeling&lt;/strong&gt;&lt;/h2&gt;
&lt;p&gt;OpenTower adopted &amp;ldquo;Wysiwyg&amp;rdquo; philosophy. It promotes precision modeling and offers many powerful capabilities to achieve it. All section profiles, including built-up sections like split-pipe are drawn to scale with appropriate rotation of its major and minor axes. Any object, including discrete and linear appurtenances can be clicked to review its properties. Feedline Tool helps to position the feedlines along the height of the tower by forming and moving feedline stacks on a grid system. The application can automatically form clusters and calculate the effects of shielding. Visualization shows realistic 3D graphics of all modeled equipment on the tower along with geometry.&lt;/p&gt;
&lt;p&gt;&lt;img style="display:block;margin-left:auto;margin-right:auto;" alt=" " src="/resized-image/__size/620x480/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1557953707063v7.png" /&gt;&lt;/p&gt;
&lt;h2&gt;&lt;strong&gt;Powerful Results and Diagrams &lt;/strong&gt;&lt;/h2&gt;
&lt;p&gt;OpenTower provides an exhaustive set of post-processing features that includes results and diagrams. It renders leg compression curves, deflection, tilts, twists, axial forces, moments, torsion, and stress diagrams along with dynamic browsing facility for member forces and member stresses at any point of the cross-section on any member at any location for any load case. It displays tables for member-end forces, joint displacements, and support reactions. Users can customize report format through intuitive report generator and export to various formats, including PDF and Microsoft Excel spreadsheets.&lt;/p&gt;
&lt;p&gt;&lt;img style="display:block;margin-left:auto;margin-right:auto;" alt=" " src="/resized-image/__size/620x480/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1557953731929v8.png" /&gt;&lt;/p&gt;
&lt;h2&gt;&lt;strong&gt;Support for Legacy Software and Interoperability&lt;/strong&gt;&lt;/h2&gt;
&lt;p&gt;OpenTower can import any RISA Tower or tnxTower model (.eri files). The application generates a STAAD.Pro file that can be used for advanced analysis, like dynamic and buckling analysis, as well as flexible Mat foundation design.&lt;/p&gt;
&lt;p&gt;&lt;img style="display:block;margin-left:auto;margin-right:auto;" alt=" " src="/resized-image/__size/620x480/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1557953755333v9.png" /&gt;&lt;/p&gt;
&lt;h2&gt;&lt;strong&gt;Foundation Design&lt;/strong&gt;&lt;/h2&gt;
&lt;p&gt;Engineers can now easily design/check tower foundations with program&amp;rsquo;s built-in foundation design functionality. It automatically iterates through support reactions for all load combinations to find the critical load combinations for all possible design criterion, including serviceability and ultimate design. Current version of the program supports, pad &amp;amp;pier (isolated) foundation, block foundation, drilled pier foundation, and guy anchor foundation. It greatly increases tower design efficiency.&lt;/p&gt;
&lt;p&gt;&lt;img style="display:block;margin-left:auto;margin-right:auto;" alt=" " src="/resized-image/__size/620x480/__key/communityserver-wikis-components-files/00-00-00-06-10/pastedimage1557953768790v10.png" /&gt;&lt;/p&gt;
&lt;h2&gt;&lt;strong&gt;OpenTower AT-A-GLANCE&lt;/strong&gt;&lt;/h2&gt;
&lt;ul&gt;
&lt;li&gt;Physical modeling with bearing angle for square and triangular self-supporting and guyed towers
&lt;ul&gt;
&lt;li&gt;Enhances productivity through faster model generation wizards&lt;/li&gt;
&lt;li&gt;Models can be edited parametrically, which increases efficiency and saves time&lt;/li&gt;
&lt;li&gt;Automatic member orientation enabling precision modeling&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;li&gt;Flexible libraries, catalogs, and user-provided- table
&lt;ul&gt;
&lt;li&gt;Increases productivity by providing a library of reusable bracing patterns and truss legs&lt;/li&gt;
&lt;li&gt;Custom tower catalog for commonly used built-up section profiles and materials&lt;/li&gt;
&lt;li&gt;Extensive database of mount, discrete, and linear appurtenances&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;li&gt;Realistic 3D graphics
&lt;ul&gt;
&lt;li&gt;Tower and all equipment are drawn to the scale&lt;/li&gt;
&lt;li&gt;Smart input screens for precise position of equipment with azimuth and offsets&lt;/li&gt;
&lt;li&gt;Feedline tool for stacking and positioning of feedlines along with cluster formation&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;li&gt;Tower modification, scenario analysis
&lt;ul&gt;
&lt;li&gt;Automatic generation of wind, ice, and seismic load cases for tower structures and external attachments as per TIA-222-F, TIA-222-G, and TIA-222H standards&lt;/li&gt;
&lt;li&gt;Hierarchical modification layers and scenario analysis for &amp;ldquo;what&amp;ndash;if&amp;rdquo; scenario investigation and data management&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;li&gt;Analysis- linear static, P-Delta, nonlinear cable, and modal analysis&lt;/li&gt;
&lt;li&gt;Post-processing features includes joint displacements, member forces, stresses, support reactions, leg compression, deflection, tilt, and twist results in terms of diagrams and tables
&lt;ul&gt;
&lt;li&gt;Enables the user to have a detailed insight of the analysis results&lt;/li&gt;
&lt;li&gt;Helps to plot multiple post-processing diagrams for a selective set of physical members for complex structures&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;li&gt;Foundation, connection, and member design as per TIA-222-F, TIA-222-G, and TIA-222-H standards
&lt;ul&gt;
&lt;li&gt;Integrated foundation design saves time and reduces errors&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;li&gt;Customizable, user-friendly exhaustive report-generation facility
&lt;ul&gt;
&lt;li&gt;Create all exhaustive complete report straight from the software and avoid manual report compilation activities&lt;/li&gt;
&lt;li&gt;Establish dynamic update links and save time in regenerating the desired report.&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;li&gt;Interoperability
&lt;ul&gt;
&lt;li&gt;Import tnxTower or Risa Tower models&lt;/li&gt;
&lt;li&gt;Interoperability with STAAD.Pro and other Bentley products for design, detailing, and drawing generations&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;h3&gt;&lt;strong&gt;SYSTEM REQUIREMENTS &lt;/strong&gt;&lt;/h3&gt;
&lt;p&gt;Processor: Intel &amp;reg; Core i7 or similar&lt;/p&gt;
&lt;p&gt;Operating System: Windows 10 x64&lt;/p&gt;
&lt;p&gt;RAM: 16 GB minimum, 32 GB recommended&lt;/p&gt;
&lt;p&gt;Available Languages: English&lt;/p&gt;
&lt;p&gt;Complementary Products: [[STAAD.Pro]]&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>SIG Virtual Workshop: STAAD - June 20, 2019 - You&amp;#39;re Invited!</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-announcements-forum/181194/sig-virtual-workshop-staad---june-20-2019---you-re-invited</link><pubDate>Mon, 17 Jun 2019 17:46:55 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0103e25a-5dd2-45a4-b9d8-f8d85a0b8fe9</guid><dc:creator>Patsy Gant</dc:creator><description>&lt;p&gt;STAAD Special Interest Group: Learn to Best Leverage Your 3D Structural Analysis and Design Software&lt;br /&gt;Host: Karimu Rashad Application Engineer Bentley Systems, Inc. &lt;br /&gt;20 June 2019 - 01:00 P.M. EDT&lt;/p&gt;
&lt;p&gt;&lt;a href="https://pages.info.bentley.com/event-details-ae/?webinar=CO_WBNRB_SIG_STD_0619&amp;amp;offer=CO_WBNRB_SIG_STD_0619&amp;amp;eventGUID=f70cac5b-3e13-428b-99cd-75e948a777ae"&gt;&lt;strong&gt;Register Now&lt;/strong&gt;&lt;/a&gt;&lt;/p&gt;
&lt;table width="650"&gt;
&lt;tbody&gt;
&lt;tr&gt;
&lt;td width="50%"&gt;
&lt;p&gt;STAAD Special Interest Group virtual workshops meet the third Thursday of each month to keep you working optimally. This one-hour session is structured to address topics important to you and the work you do. You will:&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;Hear the latest updates in STAAD software and functionality&lt;/li&gt;
&lt;li&gt;See how to best apply capabilities and methodologies to your workflows&lt;/li&gt;
&lt;li&gt;Connect with industry colleagues and Bentley experts&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;The agenda includes a technology presentation as well as time to share input and ask questions. See you online!&lt;/p&gt;
&lt;/td&gt;
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&lt;td&gt;
&lt;table width="100%"&gt;
&lt;tbody&gt;
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&lt;td width="100%"&gt;
&lt;p&gt;&lt;em&gt;Live, complimentary, and interactive &amp;ndash; &lt;/em&gt;&lt;em&gt; receive one PDH for your Bentley Transcript.&lt;/em&gt;&lt;/p&gt;
&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
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&lt;/table&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Question on Modulus of Elasticity of concrete in STAAD</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/186528/question-on-modulus-of-elasticity-of-concrete-in-staad</link><pubDate>Sat, 05 Oct 2019 05:56:09 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ae066aa1-affd-4e1c-b943-83954dec7784</guid><dc:creator>Mark</dc:creator><description>&lt;p&gt;Hello. How does STAAD compute the modulus of elasticity of concrete (default material properties)?&lt;/p&gt;
&lt;p&gt;The default values are:&lt;/p&gt;
&lt;p&gt;fcu is 27.58 MPa&lt;/p&gt;
&lt;p&gt;E is 21728 MPa&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Say I would like to use f&amp;#39;c = 27 MPa, what would be the corresponding E and fcu?&lt;/p&gt;
&lt;p&gt;I know that f&amp;#39;c is about 0.8fcu.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thank you!&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How to model sloping parapet walls in RAM Structural System</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/195602/how-to-model-sloping-parapet-walls-in-ram-structural-system</link><pubDate>Wed, 15 Apr 2020 19:41:34 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:94e57089-de47-4ac1-959e-2f769afdb677</guid><dc:creator>Pascual Mauricio</dc:creator><description>&lt;p&gt;Hello,&lt;/p&gt;
&lt;p&gt;I have a one-story building with sloping parapets on the exterior walls and flat parapets on an interior portion (see white colored parapets in image below).&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1586979428487v1.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;Currently, my model has the floor and the roof, with the roof having the deck and beams. I imagine I will need to create another story for adding the parapets, but since all the parapets are at varying heights above the roof, I do not know how to model that correctly. I am wanting to include the parapets in my model due to snow drift on the roof.&lt;/p&gt;
&lt;p&gt;Please advise. I have attached my model file as well. Please feel free to try to implement the parapets into the model.&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/Skate-Kiosk-_2D00_-rev02.rss"&gt;communities.bentley.com/.../Skate-Kiosk-_2D00_-rev02.rss&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;Thanks!&lt;/p&gt;
&lt;p&gt;~Pascual&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>SIG Tech Talk: Seismic analysis based on ASCE/IBC code - Response Spectrum Method</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-announcements-forum/203099/sig-tech-talk-seismic-analysis-based-on-asce-ibc-code---response-spectrum-method</link><pubDate>Sun, 13 Sep 2020 14:56:36 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:35829d33-d5d5-4309-9926-d37b4e650430</guid><dc:creator>Surojit Ghosh</dc:creator><description>&lt;p&gt;&lt;strong&gt;Tech Talk: Seismic analysis based on ASCE/IBC code - Response Spectrum Method&lt;/strong&gt;&lt;strong&gt;&lt;br /&gt; &lt;/strong&gt;&lt;strong&gt;Presenter: Surojit Ghosh, Senior Structural Engineer, Bentley&amp;nbsp;Systems&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&lt;/strong&gt;&lt;strong&gt;&amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp;Dan Choudhury, Senior Manager, Technical Support, Bentley Systems&lt;/strong&gt;&lt;strong&gt;&lt;br /&gt; &lt;/strong&gt;&lt;strong&gt;Date/Time: 16&lt;sup&gt;th&lt;/sup&gt; September, 11:30 AM GST (GMT + 4)&lt;/strong&gt;&lt;strong&gt;&lt;br /&gt; &lt;/strong&gt;&lt;strong&gt;&amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp;&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;strong&gt;&lt;a href="https://event.on24.com/eventRegistration/EventLobbyServlet?target=reg20.jsp&amp;amp;partnerref=Email&amp;amp;eventid=2515702&amp;amp;sessionid=1&amp;amp;key=DEBAB5833C0855D661C531011B6A1075&amp;amp;regTag=1261522&amp;amp;sourcepage=register"&gt;REGISTER NOW&lt;/a&gt;&lt;/strong&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;Do you want to know about seismic analysis and how to design earthquake resistant structures? In our upcoming webinar series on seismic analysis with STAAD.Pro CONNECT Edition, we will discuss on the dynamic seismic analysis according to ASCE/IBC code using response spectrum method . Engage with Bentley experts during this one-hour session, which includes a technical presentation with an interactive Q&amp;amp;A session.&lt;/p&gt;
&lt;p&gt;In this session, following topics will be covered :&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;Discussion on Response Spectrum Method and interpreting dynamic analysis results&lt;/li&gt;
&lt;li&gt;Application of dynamic load as per ASCE/IBC code&lt;/li&gt;
&lt;li&gt;Complete demonstration of application of dynamic load with complex structural model&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;The STAAD Tech Talk is open to all Bentley users, so invite your colleagues!&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>