https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/169918/hss-truss-connectionIn truss connection of HSS (chord and branch), in the interaction equation (last check) it uses the maximum ratios from each case of loading, when in interaction equation we should use each maximum ratio with its corresponding ratio. Attached a modelen-USTelligent Community 12https://communities.bentley.com/thread/488150?ContentTypeID=1Mon, 29 Oct 2018 07:46:39 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2e8c13bb-b3d3-4bef-a5a1-8aa64197c4bbShady Abdelmessih<p>Thank you Seth.&nbsp;</p><div style="clear:both;"></div>https://communities.bentley.com/thread/487995?ContentTypeID=1Fri, 26 Oct 2018 14:49:22 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:09a7f981-425d-4aac-a5ec-7a3928013249Seth Guthrie<p>We will make the change to be less conservative in the next update.&nbsp;</p><div style="clear:both;"></div>https://communities.bentley.com/thread/487833?ContentTypeID=1Thu, 25 Oct 2018 17:34:05 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ae6ffa5b-3027-4578-892c-9f5daf2498edSeth Guthrie<p>It does seem too conservative to take the max in-plane moment and the max out-of-plane moment into the final interaction check since they are from different load combinations. I&#39;ll pass this along to&nbsp;the product manger for confirmation.&nbsp;</p><div style="clear:both;"></div>