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  1. CivilStructuralEIT

    Bending of unsymmetric thin-walled aluminum

    I need to check if a thin walled unsymmetric aluminum beam can resist bending/ torsion/ etc. I am looking through the aluminum design manual, 2000, and there only appears to be guidance for the case where the load acts through the shear centre, which is not the case here. Any suggestions on how...

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