Is there a reason STAAD is checking AISC 360 H2-1 instead of E3 for this angle? Using Version 22.05.00.131, the member is set as a truss with no flexure.
RAM | STAAD Forum - STAAD using equation H2.1 instead of E3 for angles in compression
Is there a reason STAAD is checking AISC 360 H2-1 instead of E3 for this angle? Using Version 22.05.00.131, the member is set as a truss with no flexure.
