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  1. Michel60

    SDPWS values for shear walls other than wind/seismic

    I have an unusual condition where a shearwall panel sees a net in-plane shear due to gravity loading. The 2007CBC Table 2306.4.1 notes used to apply reductions to the tabulated allowable shear values for loading conditions other than seismic. For example a 1.4 increase for shear due to wind...

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