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3x Member w/Anchorage Forces in Sub-Diaphragm

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John Coil is the man for this one. Someone might private him if he doesn't
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Make sure the diaphragm is indeed flexible (diaphram deflection > 2X shear
wall deflection). Rigid ones don't need this multiplier which is a killer
on some designs, and most small plywood diaphragms are rigid.