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  1. HRobinson185

    SDPWS Anchor Bolts for Combined Shear and Wind Uplift

    I am trying to design wood shear walls based on the 2015 SDPWS Section 4.4, and have a question about Table 4.4.1.6, which specifies the maximum anchor bolt spacing for walls resisting both shear and uplift. Why do the Nominal Uplift Capacity values listed for G=0.42 not match those listed above...

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