https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/234066/ram-connection-through-ram-structural-systems---flange-plate-to-column-web---web-stiffenersHi, When I run Joint Code Check in RAM Structural Systems, I don&#39;t get any web plates needed but when I run it again through RAM Connections within Structural Systems, it says the column web is too thin. I&#39;m not sure which to go by.en-USTelligent Community 12https://communities.bentley.com/thread/726608?ContentTypeID=1Mon, 15 Aug 2022 21:44:38 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3270c69e-b7cb-4e72-8308-b9233372a52eSeth Guthrie<p>Is this for seismic design, or standard provisions? What code and frame tye? Is in a two-sided joint or one? Or send the file.&nbsp;</p> <ul> <li><a href="/help/w/be_communities_help/7079.be-communities-secure-file-upload.aspx" rel="noopener noreferrer" target="_blank">Secure File Upload</a></li> </ul><div style="clear:both;"></div>