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  1. forrest00

    Verification of Buckling Analysis in Staad

    Did anyone verify the buckling analysis in staad? I just tried a simple Example from "Steel Design" textbook, but theoretical Euler solution gives different results from that Staad does. The example is W12x50 beam, 20 ft long with two end pinned. Using Euler theory, the buckling load is 278.9...

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