• Design of ground supported slabs

    I am trying to design a ground supported slab using RCDC and i keep getting this error. what is the work around. Thanks in advance
  • Orientation of the Plate elements extracted from Staad Foundation Advanced

    Hi, is it possible to control the local x axis and y axis orientation of the plate elements extracted from the SFA. Because when staad file is extracted from SFA the Local z orientation is consistent but the x and y are not. when the orientation of…
  • 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…
  • How to Model complex Concrete building projects ?

    What is the easiest and accurate way to modeling complex and huge Concrete building projects, Including irregular elements and the shear wall? Can I model staad building planner?
  • Staad Plant Foundation: Why footing size too large by using IS code?; While US code give appropriate size!

    1) Please Suggest modification, correction in my Staad Foundation file, for since I am Getting very large sizes in (approx Twice in Plan, 20 time in thickness). a) Used IS code /IS 456, Si units, compared with US code SI units, Code ACI 318 -14 b) Loads…