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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>RM Bridge Analyzer: Properties: Cross Sections</title><link>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/63933/rm-bridge-analyzer-properties-cross-sections</link><description /><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RM Bridge Analyzer: Properties: Cross Sections</title><link>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/63933/rm-bridge-analyzer-properties-cross-sections</link><pubDate>Tue, 03 Jan 2023 17:36:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:64e6bf28-d12e-42dc-b1ff-92ea42ed9e53</guid><dc:creator>MarcosBeier</dc:creator><comments>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/63933/rm-bridge-analyzer-properties-cross-sections#comments</comments><description>Current Revision posted to LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki by MarcosBeier on 1/3/2023 5:36:08 PM&lt;br /&gt;
&lt;p id="GUID-2C46FE72-3CF0-48E5-A082-CCFEE3B6B1DD__P_D9E87" class="p"&gt;The &lt;em&gt;&lt;strong&gt;RM Bridge&lt;/strong&gt; Analyzer: Properties: Cross Sections&lt;/em&gt;&amp;nbsp;menu is used for viewing the cross-sections stored in the database and managing their different parameters according to the selected sub-functions:&lt;/p&gt;
&lt;ul class="ul"&gt;
&lt;li class="li"&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Parts&lt;/span&gt;&lt;/strong&gt;: Data related to the different cross-section parts are displayed. The upper table shows all defined cross-sections with the group name (Group), the individual name (Name), and the number of parts in the cross-section(Parts). The catalog name is displayed if the cross-section has been taken over from the cross-section catalog.&lt;/li&gt;
&lt;li class="li"&gt;
&lt;p id="GUID-2C46FE72-3CF0-48E5-A082-CCFEE3B6B1DD__P_D9E109_unique_1" class="p"&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Reference Sets&lt;/span&gt;&lt;/strong&gt;: Reference-Sets describe points or geometric entities (e.g. cuts) in the cross-section, which get assigned certain properties. It depends on the type of reference set and how these properties are used in the program. The following types can be defined:&lt;/p&gt;
&lt;ul class="sl simple"&gt;
&lt;li class="sli"&gt;&lt;strong&gt;Stress poin&lt;/strong&gt;t: Points where longitudinal stresses shall be calculated.&lt;/li&gt;
&lt;li class="sli"&gt;&lt;strong&gt;Geometry point&lt;/strong&gt;: Points used for defining connections to other elements&lt;/li&gt;
&lt;li class="sli"&gt;&lt;strong&gt;Temperature point&lt;/strong&gt;: Points for defining a non-linear temperature gradient&lt;/li&gt;
&lt;li class="sli"&gt;&lt;strong&gt;Bending reinforcement&lt;/strong&gt;: Points for defining the position of bending reinforcement bars&lt;/li&gt;
&lt;li class="sli"&gt;&lt;strong&gt;Crack reinforcement&lt;/strong&gt;: Points for defining reinforcement for limiting the crack width&lt;/li&gt;
&lt;li class="sli"&gt;&lt;strong&gt;Robustness reinforcement&lt;/strong&gt;: Points for defining robustness (minimum) reinforcement&lt;/li&gt;
&lt;li class="sli"&gt;&lt;strong&gt;Longitudinal reinforcement&lt;/strong&gt;: Points for defining longitudinal reinforcement bars&lt;/li&gt;
&lt;li class="sli"&gt;&lt;strong&gt;Torsion reinforcement&lt;/strong&gt;: Perimeter for calculating required torsion reinforcement&lt;/li&gt;
&lt;li class="sli"&gt;&lt;strong&gt;Longitudinal shear reinforcement:&lt;/strong&gt; Defining longitudinal reinforcement due to shear&lt;/li&gt;
&lt;li class="sli"&gt;&lt;strong&gt;Shear reinforcement for web&lt;/strong&gt;: Defining a shear reinforcement in webs&lt;/li&gt;
&lt;li class="sli"&gt;&lt;strong&gt;Shear reinforcement for plate (Qy)&lt;/strong&gt;: Defining cut for shear reinforcement design for Qy&lt;/li&gt;
&lt;li class="sli"&gt;&lt;strong&gt;Shear reinforcement for plate (Qz)&lt;/strong&gt;: Defining cut for shear reinforcement design for Qz The upper table shows all defined cross-sections with the group name (Group), the individual name (Name), and the number of parts in the cross-section(Parts).&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;ul&gt;
&lt;li class="li"&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Catalogue&lt;/span&gt;&lt;/strong&gt;: For cross-sections taken over from the cross-section catalog the sections are parametrically defined standard sections provided internally in the program and the actual geometric parameters are shown in the bottom left table.&lt;/li&gt;
&lt;li class="li"&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;FE mesh&lt;/span&gt;&lt;/strong&gt;: Displays elements and nodes of the Finite Element mesh of the cross-section. Each cross-section is subdivided into 9-noded Finite Elements. The mesh is used for&amp;nbsp; calculating the cross-section values, especially the shear parameters. The lower left table contains the cross-section elements with node incidents,&amp;nbsp; the lower right table shows the node coordinates in the cross-section coordinate system.&lt;/li&gt;
&lt;li class="li"&gt;&lt;span style="text-decoration:underline;"&gt;&lt;strong&gt;FEM:&lt;/strong&gt;&lt;/span&gt; Parameters of the Finite Elements used in the structural analysis instead of the standard beam elements.&lt;/li&gt;
&lt;li class="li"&gt;&lt;span style="text-decoration:underline;"&gt;&lt;strong&gt;Shells&lt;/strong&gt;&lt;/span&gt;:&amp;nbsp;&lt;span&gt;Parameters of the Finite Elements&amp;nbsp;Shells used in the FEM analysis with Element type, Begin and End Nodes location and Slave Nodes coordinates.&lt;/span&gt;&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;&lt;/p&gt;
&lt;div style="clear:both;"&gt;&lt;/div&gt;
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