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  1. GS1978

    Effective lengths of column.

    I am new member to this forum.I have question related to effective length of column in appendix F CAN/CSA S16-01.For sway frame case e & f value of k is 2.i was designing a portal frame of a industrial building, what should i use it.is it k = 2 / k =1.Thanks in advance.

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