Hello, I am trying to analyze a simple 2-d truss that is simply supported with three nodal loads. I can add load cases and want to add different load types but the loading that I am trying to apply "LOAD CASE 8" as a test doesn't actually apply to the model when I run the analysis. I am not getting any member forces or node displacements. Any help would be appreciated. Simple truss practice.STD
Please use STAAD PLANE as opposed to STAAD SPACE. Also the load is too high for the structure. The buckling analysis shows factors much lower than 1. So you need to use stronger sections.