• steel design query

    Himmatlal Chavda
    Himmatlal Chavda
    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…
    • 123333.std
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • BETA ANGLE + SEISMIC DESIGN

    farid tata
    farid tata
    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 …
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • tension only command

    Himmatlal Chavda
    Himmatlal Chavda
    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…
    • with tension .std
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • View related content throughout RAM | STAAD | ADINA
  • More
  • Cancel