https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/176560/ram-elements---torsion-designI&#39;m having some issues with torsional design in RAM Elements. I have a column that is fixed on top and bottom with a torsional moment applied at a point near midheight of the column. After analysis I am able to see the torsional moment showing up in theen-USTelligent Community 12https://communities.bentley.com/thread/596282?ContentTypeID=1Fri, 03 Jul 2020 20:00:19 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a3796e5f-1a5e-47e2-b12a-1c1bc47a34c8Jhonatan Sandoval<p>Create a new round section in the &quot;Sections&quot; option. The program does not use the pre-created sections of the &quot;United States&quot; folders, with those you will always get that error. (Section AISIRound Work good)</p><div style="clear:both;"></div>https://communities.bentley.com/thread/513542?ContentTypeID=1Wed, 27 Mar 2019 20:53:39 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ab223c54-3781-42f1-a0cc-4dde5e550db5Seth Guthrie<p>It looks like we have a problem in Ram Elements version 16, for torsion design, for solid (or closed) sections when using the AISC 360-16 code.&nbsp; We are investigating, but suggest using AISC 360-10 in the meantime.&nbsp;</p><div style="clear:both;"></div>https://communities.bentley.com/thread/513527?ContentTypeID=1Wed, 27 Mar 2019 18:50:31 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:47cc739f-272a-4c6b-a2df-b20a6f4fbf0dSeth Guthrie<p>What version? AISC 360-10? If you have a test file send it over and that could save me some time in testing.&nbsp;</p><div style="clear:both;"></div>https://communities.bentley.com/thread/513502?ContentTypeID=1Wed, 27 Mar 2019 15:31:53 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:506f9765-6d8c-455d-a9cc-c59b53b306d8Nulukkizdin<p>bump - any thoughts on this&nbsp;<a href="/members/74c179f0_2d00_3743_2d00_43f7_2d00_9188_2d00_f87b8f5cf14a">Seth Guthrie</a>&nbsp;</p><div style="clear:both;"></div>