• 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…
  • No automatic way to change multiple beams start-end orientation

    Hello, In Staad.pro there is no automatic way to change multiple beams start-end orientation. It would be a useful command/option.