Hi Engineers,
I have modeled a truss structure , in that model wind load is not applied properly../
i have attached model below for reference.../
01256.std
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.
Details are in the wiki below
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2042/staad-pro-load-generation-faq#FAQ27