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  1. nhacened

    Zero Effective Length, KL and the AISC Code

    Hello everyone, I was going through the AISC 360-05 section on column design and found the LRFD design strength of a W14x43 using section E3 equations and KL=0. Table 4-1 gave me a strength 5 kip lower than the equations @ KL=0. Any ideas as to why? I searched in the commentary and couldn't...

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