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WoodWorks®Shearwalls 2352.wsw Feb.20, 2023 13:29:46 <br /> V—Total factored shear capacity of shearline,wall or segment. <br /> Crit Resp—Response ratio=v/Cmb=design shear force/unit shear capacity. "S"indicates that the wind design criterion was critical in selecting wall. <br /> Notes: <br /> Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by SDPWS 4.3.6.4.2,4. <br /> • <br /> 12 <br /> Page 37 of 63 <br />