• Displacement too important at node 3 (bent member)

    See attached STAAD files. At node 3, the deflection is way too high and I can't find the reason. I suppose there's an issue since beams 5,6,7 and 12 are one member, but is bent. Not sure who do models this without causing issues ! Suspended_Bentley.S…

  • 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?
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