https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/178954/wind-load-not-applied-properlyHi Engineers, I have modeled a truss structure , in that model wind load is not applied properly../ i have attached model below for reference.../en-USTelligent Community 12https://communities.bentley.com/thread/519742?ContentTypeID=1Wed, 01 May 2019 22:48:09 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b1c4bc56-9d82-40f9-bcb1-ea8cf25fa6e3Sye<p>You may consider defining member groups consisting of the main members ( leave out the braces from the group ). Subsequently apply wind loading on the group.</p> <p>Details are in the wiki below</p> <p><a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2042/staad-pro-load-generation-faq#FAQ27">https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2042/staad-pro-load-generation-faq#FAQ27</a></p><div style="clear:both;"></div>