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WoodWorks® Shearwalls 2352.wsw Feb. 20, 202313:29:46 <br />SHEAR RESULTS (rigid Wind design, continued) <br />Seg. 2 - <br />W->E <br />48.3 <br />0.0 <br />193 <br />- 1.0 <br />- 392 - <br />392 <br />1568 <br />0.12 <br />- <br />E->W <br />73.2 <br />0.0 <br />293 <br />- 1.0 <br />- 392 - <br />392 <br />1568 <br />0.19 <br />1 <br />Legend: <br />W Gp - Wall design group defined in Sheathing and Framing Materials tables, where it shows associated Standard Wall. ""means that this wall is critical for <br />all walls in the Standard Wall group. <br />For Dir - Direction of wind force along shearline. <br />v - Design shear force on segment = ASD-factored shear force per unit length of full -height sheathing (FHS) <br />vmax/Nt - Perforated walls: Collector and in -plane anchorage force as per SDPWS eqn. 4.3-9 = ViFHS/Co. FHS is factored for narrow segments as per <br />4.3.4.3 <br />Force -transfer walls: Shear force in piers above and below either openings or piers beside opening(s). Aspect ratio factor does not apply to these piers. <br />V - ASD factored shear force. For shearline: total shearline force. For wall: total of all segments on wall. For segment: force on segment <br />Asp/Cub - For wall. Unblocked structural wood panel factor Cub from SDPWS 4.3.3.2. For segment or force -transfer pier: Aspect Ratio Factor from <br />SDPWS 4.3.4.2. <br />Int - Unit shear capacity of interior sheathing, Ext - Unit shear capacity of exterior sheathing. For wall: Unfactored. For segment: Include Cub factor and <br />aspect ratio adjustments. <br />Cc - Adjustment factor for perforated walls from SDPWS Equation 4.3-5. <br />C - Sheathing combination rule, A = Add capacities, S = Strongest side or twice weakest, G = Stiffness -based using SDPWS 4.3-3. <br />Cmb - Combined interior and exterior unit shear capacity including perforated wall factor Co. <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 />18 <br />Page 43 of 63 <br />