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Recent content by wildwolfyan

  1. wildwolfyan

    Strength reduction factor in ASD and LRFD?

    Can we move the strength reduction factor from the capacity side to the load side? For example for LRFD, suppose a design criteria is 1.2D+1.6L > 0.9Mc, where Mc is the nominal moment capacity. Can we move 0.9 to the load side so that the design criteria becomes 1.33D+1.78L > Mc? I heard it is...

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