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WoodWorks® Shearwalls 2352.wsw Feb. 20, 202313:29:46 <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 />