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  1. niku2105

    Why is there so much sway for dead load analysis?

    I have recently started learning ETABS and modelled a simple frame structure only for it to lean like Pisa. Can anyone please help me out? Where might I have gone wrong? https://files.engineering.com/getfile.aspx?folder=3b82fff4-9770-4f27-979b-b96e5c60cdd6&file=exp.EDB...

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