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  1. HBKS

    Strut K Value for Cantilever

    Hello, I am working on a project using a piece of strut as a cantilevered column (P1001 C41). My question is whether to use K=2 or K=1.2 for cantilevered strut? When working with normal steel shapes, I would expect to use K=2 but when I look at all the various strut catalogs, I inevitably see...

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