https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/139273/ram-frame-and-large-cantileversI have a stadium project that I&#39;m designing that has a cantilevered roof of approximately 23&#39;. Gravity loading is easily accounted for, but my concern - especially with the large cantilever - is what wind loading is RAM Frame applying. I believe thaten-USTelligent Community 12https://communities.bentley.com/thread/421844?ContentTypeID=1Wed, 02 Aug 2017 20:36:05 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8fd983e5-c79a-4864-9f44-88435d1c9883Seth Guthrie<p>You are correct, we only apply the lateral part of the wind load and only based on the rectangular envelope from the slab width and story heights. This wiki explains in more detail:&nbsp;<a href="/Products/Structural/Structural_Analysis___Design/w/Structural_Analysis_and_Design__Wiki/ramss-wind-loads-faq.aspx">https://communities.bentley.com/Products/Structural/Structural_Analysis___Design/w/Structural_Analysis_and_Design__Wiki/ramss-wind-loads-faq.aspx</a>&nbsp;</p> <p>Nodal loads on your cantilevers would be a pretty good way of dealing with it. &nbsp;</p><div style="clear:both;"></div>