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  • Rgarding staad pro CE

    1.0 In staad why I am getting more reinforcement in top column (See bemm no. 76 & 77) see the attached model. 2.0 What parameter need to use so that reduction factor is not considered in design calculation because as per is 1893-2016 it is only use…
  • Built up section connection

    Hi everyone, As you know steel connection design in STAAD pro Advanced CONNECT doesn't accept built-up sections for some types of connections (for instance, Cap plate). In order to go around that, I have tried to modify the hot-rolled section database…
  • 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?