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  1. PBJ

    Bending Coefficient, Cb, for Allowable Stress Design

    Say I want to really get nit-picky and use true Cb for a beam instead of using the standard conservative Cb=1.0. When entering the beam curve charts, is it correct to enter using the value M/Cb instead of "Allowable Moment", or should I instead enter using (unbraced length)/Cb for...

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