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  1. Sara Farooq
    I am designing a steel shed. I did manual calculations for the initial selection of sizes. But when I modeled it in ETABS all of them failed. For columns my initial section was W4x13 and it was failing in shear and D/C. I am attaching the file here. The main issue is I don't know which checks should be applied in these members. And how should I control drift? Bus terminal Shed.$ET Bus terminal Shed.rar
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