• steel design query

    hello everyone i am design the steel building i staad pro . now if the beam is continuous say 10 m and i am having the node at the ends. the say i'm getting the beam section as pass with iswb 450 and if i am inserting the node in between the beam say…
  • BETA ANGLE + SEISMIC DESIGN

    Good morning, I am facing a problem in the attribution of BEta angle. This property disappears when i am restarting the program and reopening the STD file. Is there any solution for keeping it ? Image 1: BETA=0degmage 2: Beta=90deg …
  • tension only command

    hello everyone my question is when i am assigning & treating the element as tension only member command to beams , i am having some problem in my model while designing. you can see it while clicking the perticular beams assign as tension only members…