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Recent content by d9struct

  1. d9struct

    X-Bracing and the Seismic Overstrength Factor

    I realize that this question is a month old, but I think there needs some clarification. The question first posed asked about designing for Design Category C and for R=3 which refers to Table 12.2-1 from ASCE 7-05, SFRS-"H"(steel systems not specifically detailed for seismic resistance ...)...
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