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2726 W Strawberry Ln & Unit# 2 - Plan
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2726 W Strawberry Ln & Unit# 2 - Plan
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6/6/2025 1:18:58 PM
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101121202
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2726 W Strawberry Ln Unit# 2
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WoodWorks® Shearwalls 2726 Strawberry.wsw Jul. 21, 2024 11:26:22 <br />Flexible Diaphragm Wind Design <br />ASCE 7 Directional (All Heights) Loads <br />SHEAR RESULTS <br />N-S W For ASD Shear Force [plf]Asp-Cub Allowable Shear [plf]Resp. <br />Shearlines Gp Dir v vmax/vft V [lbs]Int Ext Int Ext Co C Cmb V [lbs]Ratio <br />Line 1 <br />Level 1 <br />Ln1, Lev1 - S->N - - 2141 - - - - - - 3360 - <br />- N->S - - 2133 - - - - - - 3360 - <br /> Wall 1-2 1 S->N 178.4 - 2141 - 1.0 - 280 - 280 3360 0.64 <br />1 N->S 177.7 - 2133 - 1.0 - 280 - 280 3360 0.63 <br />Line 4 <br />Ln4, Lev1 - S->N - - 2355 - - - - - - 3360 - <br />- N->S - - 2338 - - - - - - 3360 - <br /> Wall 4-1 1 S->N 196.2 - 2355 - 1.0 - 280 - 280 3360 0.70 <br />1 N->S 194.9 - 2338 - 1.0 - 280 - 280 3360 0.70 <br />E-W W For ASD Shear Force [plf]Asp-Cub Allowable Shear [plf]Resp. <br />Shearlines Gp Dir v vmax/vft V [lbs]Int Ext Int Ext Co C Cmb V [lbs]Ratio <br />Line A <br />Level 1 <br />LnA, Lev1 - Both - - 1388 - - - - - - 3136 - <br /> Wall A-2 1 Both 123.9 - 991 - 1.0 - 280 - 280 2240 0.44 <br /> Wall A-4 1 Both 99.1 - 396 - .80 - 280 - 224 896 0.44 <br />Line C <br />LnC, Lev1 - Both - - 1308 - - - - - - 3136 - <br /> Wall C-2 1 Both 93.4 - 374 - .80 - 280 - 224 896 0.42 <br /> Wall C-4 1 Both 116.8 - 934 - 1.0 - 280 - 280 2240 0.42 <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 <br />critical for 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/vft - Perforated walls: Collector and in-plane anchorage force as per SDPWS eqn. 4.3-9 = V/FHS/Co. FHS is factored for narrow segments as <br />per 4.3.3.4 <br />FTAO 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 4.3.5.3. For segment or FTAO pier: Aspect ratio factor from SDPWS <br />4.3.5.5.1. For perforated wall: Either Cub or sum bi / FHS, where bi is segment length adjusted per SDPWS 4.3.3.4. <br />Int, Ext - Nominal unit shear capacity of interior and exterior sheathing, factored by Table 4.3-1 Note 3 for framing specific gravity and Note 10 for <br />presence of hold-downs. For wall segments, also include unblocked factor Cub and aspect ratio adjustments. <br />Co - Adjustment factor for perforated walls from SDPWS Equation 4.3-6. <br />C - Sheathing combination rule, A = Add capacities, S = Strongest side or twice weakest, G = Stiffness-based using Eqns. 4.3-3,-4. <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 seismic design criterion was critical in selecting <br />wall. <br />Notes: <br />Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by SDPWS 4.3.6.4.2,1. <br />10 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025
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