https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/237360/ram-connection-standalone-v13-update-8-13-08-00-246Regarding brace connection design, file attached, results page 7, limit state of Transverse section web yielding lists demand as 70.89kips this demand matches the magnitude of Hb. this is incorrect the demand in this case should be Vb plus beam shearen-USTelligent Community 12https://communities.bentley.com/thread/738283?ContentTypeID=1Mon, 24 Oct 2022 21:22:18 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:963a8744-ece0-4420-be19-40a3b2b9f735Anis Sury<p>Thanks much for your reply</p><div style="clear:both;"></div>https://communities.bentley.com/thread/738274?ContentTypeID=1Mon, 24 Oct 2022 19:22:00 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3e56dc0d-782c-4e22-8119-55aab0097e13Seth Guthrie<p>The &quot;Transverse section web yielding&quot; check is in the Gusset to Beam interface checks. The demand is based on the Hb forces as you noted, and the capacity is based on the beam web thickness and depth which does seem illogical. I&#39;ll log an issue.&nbsp;</p><div style="clear:both;"></div>