• Tension Only member with initial axial capacity

    Hello to all, In reality horizontal braces (or vertical brace, beam, etc) that is design for tension only resist "some" axial compression capacity. Is there a way that this axial compression capacity can be input in STAAD? For example, a horizontal…
  • Please Check the defects in Staad design and Give a solution

    Hi m Rohit. I was designing a 2 storey house usind Staad and after analysis found many errors in the staad results. so please Check the defects in the attached Staad design file and Give a solution. also check if the column positioning is correct or not…