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WoodWorks® Shearwalls 2352.wsw Feb.20,2023 13:29:46 <br /> Design Summary <br /> SHEARWALL DESIGN <br /> Wind Shear Loads,Flexible Diaphragm <br /> All shearwalls have sufficient design capacity. <br /> Wind Shear Loads,Rigid Diaphragm <br /> All shearwalls have sufficient design capacity. <br /> Components and Cladding Wind Loads,Out-of-plane Sheathing <br /> All shearwalls have sufficient design capacity. <br /> Components and Cladding Wind Loads,Nail Withdrawal <br /> All shearwalls have sufficient design capacity. <br /> Seismic Loads,Flexible Diaphragm <br /> All shearwalls have sufficient design capacity. <br /> Seismic Loads,Rigid Diaphragm <br /> All shearwalls have sufficient design capacity. <br /> HOLDDOWN DESIGN <br /> Wind Loads,Flexible Diaphragm <br /> All hold-downs have sufficient design capacity. <br /> Wind Loads,Rigid Diaphragm <br /> All hold-downs have sufficient design capacity. <br /> Seismic Loads,Flexible Diaphragm <br /> All hold-downs have sufficient design capacity. <br /> Seismic Loads,Rigid Diaphragm <br /> All hold-downs have sufficient design capacity. <br /> Refer to the Deflection table for possible issues regarding fastener slippage(SDPWS Table C4.2.2D)for walls that otherwise pass. <br /> 10 <br /> Page 35 of 63 <br />