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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/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>RAMSS Truss Modeling - WT sections for Beams</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/237785/ramss-truss-modeling---wt-sections-for-beams</link><description>Hi Seth, 
 &amp;quot; Beams in RAM Structural System can only be modeled as I-shapes, HSS (tubes), or channels. It is not possible to model the top chords with any other section, including WT or double angle sections.&amp;quot; 
 Is this still the case?. Any work arounds</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RAMSS Truss Modeling - WT sections for Beams</title><link>https://communities.bentley.com/thread/739723?ContentTypeID=1</link><pubDate>Tue, 01 Nov 2022 20:50:20 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:17f62232-a0cb-4365-8bc2-cad389fc2c9c</guid><dc:creator>Uma Ramasamy</dc:creator><description>&lt;p&gt;Thank you!&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAMSS Truss Modeling - WT sections for Beams</title><link>https://communities.bentley.com/thread/739722?ContentTypeID=1</link><pubDate>Tue, 01 Nov 2022 20:49:11 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:340191ad-c7f0-4a5c-af1b-9f852956acdb</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Regretfully no. That&amp;#39;s another thing that is easier to do in Ram Elements or STAAD.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAMSS Truss Modeling - WT sections for Beams</title><link>https://communities.bentley.com/thread/739721?ContentTypeID=1</link><pubDate>Tue, 01 Nov 2022 20:44:36 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6facd9ae-59d2-4d64-b3e4-ff2886cf49a3</guid><dc:creator>Uma Ramasamy</dc:creator><description>&lt;p&gt;Thank you for the response.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Is there&amp;nbsp;an option to duplicate/copy once the truss is defined at a location (to others locations) in elevation mode?. I need to repeat&amp;nbsp;the truss 21 times in the model.&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAMSS Truss Modeling - WT sections for Beams</title><link>https://communities.bentley.com/thread/739713?ContentTypeID=1</link><pubDate>Tue, 01 Nov 2022 20:04:50 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1cf958ef-4af4-41cf-af00-8d81282e5f3b</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;You can make a custom W section with the area and inertial of the Wt you are really going to use&amp;nbsp;(see: &lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/3113/ram-table-editing-faq"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/3113/ram-table-editing-faq&lt;/a&gt;).&amp;nbsp;For analysis purposes that should be equivalent. If you are trying to do code checks, then another product like Ram Elements or STAAD would be better.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>