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  1. SoIll

    Rigid Diaphram Torsion

    I don't deal with seismic design in FL and trying to study up on some basics. ASCE7-05 12.5.3 talks about the combined seismic loading interaction for Category C and up.(ie 100% in one direction and 30% in the orthogonal. That said, section 12.8.4.2 states that the accidental torsion of 5%...

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