• Showing warning for tapered section design

    ***WARNING : MEMBER - 4 IS SLENDER AND CANNOT BE CHECKED FOR MOMENT FORCES. IF THERE IS ANY BENDING, THEN BE AWARE THAT THERE IS NO CAPACITY FOR THOSE FORCES. ONLY WIDE FLANGE SHAPES WITH SLENDER WEBS CAN BE CHECKED FOR BENDING. Why I get this warning…
  • Design of Solid slab (Conventional slabs)

    Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
  • Dummy beam

    Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
  • How to create a cantilever slab by using the Physical modeler?

    How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?
  • Some members of BCF, BCW and BG CONNECTION template are not being assigned?

    Dear Sir, I am having trouble designing some of the connections.I have also grouped the unassigned / undersigned members as BCF, BCW & BG for the first floor only. Please show me how to avoid it and design these members. 40.rar
  • SIG Virtual Workshop: RAM - Tilt-up Wall Design Using RAM Structural System

    RAM Special Interest Group: Tilt-up Wall Design Using RAM Structural System Host: Ann Marie Garko-Hill, Senior Manager, Bentley Systems, Inc. Date/Time: March 26, 2020 at 1:00 P.M. EDT Register Now This RAM Special Interest Group virtual workshop…
  • RAM Connection CONNECT Edition (v12.0.0) Release Notes

    RAM Connection CONNECT Edition v12.0.0 Release Notes – Updated March 2018 Enhancements : 1. Hollow structural section connections. Based on AISC 360-16 and the AISC Design Guide 24. Including: HSS-to-HSS Truss Connections: Y-T connections …