• No uplift while doing Response Spectrum Analysis

    While analyzing a structure for response spectrum seismic loading the response(base reactions, member end forces, etc.), comes to be in absolute value. This is due to the fact that the responses coming out of several modes are combined by using some predefined…

  • Support end reactions

    Have a design roof model in staad pro having problem to find support end reactions in local cordinate system.plse help me out

  • RE: export STAAD to RAM

    There is no direct way to get the analysis results from STAAD.Pro to do foundation design using RAM Foundation. The closest option I can think of is to copy the support reactions from STAAD.Pro into an excel table and then manually input these as loads…

  • STAAD Results and Output

    Good Day! I would like to know what will I use (Fx, Fy, Fz,Mz,My or Mz) for manual design of footing and of what Load Combination. I have been struggling whether what to use for my DL and LL so that I'll be able to design the footing. I don't know if…
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