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Recent content by mshaqrah

  1. mshaqrah

    A SIMPLE PROBLEM BUT PUZZLING

    you are wright, its a problem in staadIII and Staad-Pro and guess what, In SAP2000N too. I try a model in both Staad-pro and Sap2000 and both of them gave approximattly same results. I have obseved that when I increase columns moment of inertia 10 times beam inertia, then the moment at top and...
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