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  1. culture9

    StaadPro Buckling Analysis

    Thanks everyone.. Sorted myself out already. I was modelling wrongly initially using staad plane instead of space. Got 87.29kN. Thanks.
  2. culture9

    StaadPro Buckling Analysis

    I need someone to show me the steps to perform buckling analysis in staadpro. E.g: A steel strut 0.15m diameter and 12m long, built in rigidly at the bottom but completely unrestrained at the top. Ans = 89.4kN. Take E= 205GPa. I have tried tirelessly but still cannot get the correct factor...

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