• Shear Group Breakout - RAM CONNECTION
    AJ
    why is RAM connection using different reference for Ca1 when the anchor bolt configuration is changed? for 6 anchors design would've passed if the 420mm is used as Ca1 when comparing to 4 anchor bolt setup...
  • Observation on Warning Alert for not meeting b/t & h/t criteria as per AISC 341
    Poonam Kaur Saluja
    Dear Team, In Staad Pro Connect Edition, we have observed that there is no WARNING intimation by software for not meeting b/t & h/t criteria even after assigning Design Parameters as per AISC 341. In...
  • Nominal Shear Strength in Vertical Section Cut of Special Reinforced Concrete Shear Wall
    Malory Atkinson, CPSM, LEED GA
    I'm currently trying to design special reinforced concrete structural walls for a parking deck in a high-seismic area using the Concrete Wall module in RAM Structural System. For some of the vertical section...
  • Is there any option to STAAD design for Steel Beam or Column for Seismic Category Special Moment Resisting Frame or Intermediate Moment Resisting Frame as per AISC code?
    haque shaikh eslamul
    it is a very important feature. Please give me some suggestions on how can I find
  • Using Discussion Group within STAAD RCDC
    Aaradhya Rahate
    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General...