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WoodWorks® Shearwalls 2352.wsw Feb. 20, 202313:29:46 SHEAR RESULTS (flexible seismic design) N-S W For ASD Shear Force [plf] Asp -Cub Allowable Shear [plf] Resp. Shearlines Gp Dir v vmax/vft V [Ibs] Int Ext Int Ext Co C Cmb V [Ibs] Ratio Line 1 Level 2 Lnl, Lev2 - Both - - 910 - - - - - - 2520 - Wall 1-2 1 Both 101.1 - 910 - 1.0 - 280 - 280 2520 0.36 Level 1 Lnl, Levl - Both - - 1334 - - - - - - 2200 - Wall 1-1 2 Both - - 1334 - 1.0 - 550 - - 2200 - Seg. 1 - Both 0.0 0.0 0 - 1.0 - 550 - 550 - - Seg. 2 - Both 333.5 0.0 1334 - 1.0 - 550 - 550 2200 0.61 Line 2 Level 2 Ln2, Lev2 - Both - - 910 - - - - - - 3220 - Wall 2-1 1 Both - - 910 - 1.0 - 280 - - 3220 - Seg. 1 - Both 165.5 -12.9 496 - 1.0 - 280 - 280 840 0.59 Open. 1 - Both - 163.6 981 - - - 280 - 280 1680 0.58 Seg. 2 - Both 165.5 -12.9 414 - 1.0 - 280 - 280 700 0.59 Level 1 Ln2, Levl - Both - - 1334 - - - - - - 2200 - Wall 2-1 2 Both - - 1334 - 1.0 - 550 - - 2200 - Seg. 1 - Both 0.0 0.0 0 - 1.0 - 550 - 550 - - Seg. 2 - Both 333.5 0.0 1334 - 1.0 - 550 - 550 2200 0.61 E-W W For ASD Shear Force [plf] Asp -Cub Allowable Shear [plf] Resp. Shearlines Gp Dir v vmax/vft V [Ibs] Int Ext Int Ext Co C Cmb V [Ibs] Ratio Line A Level 2 LnA, Lev2 - Both - - 910 - - - - - - 4034 - Wall A-2 1 Both 82.7 - 910 - 1.0 - 280 - 280 3080 0.30 Wall A-3 1 Both 0.0 - 0 - .97 - 280 - 273 954 0.00 Level 1 LnA, Levl - Both - - 1334 - - - - - - 6020 - Wall A-1 1 Both - - 1334 - 1.0 - 280 - - 6020 - Seg. 1 - W->E 62.6 0.0 689 - 1.0 - 280 - 280 3080 0.22 - E->W 64.4 0.0 708 - 1.0 - 280 - 280 3080 0.23 Seg. 2 - W->E 61.4 0.0 645 - 1.0 - 280 - 280 2940 0.22 - E->W 59.6 0.0 625 - 1.0 - 280 - 280 2940 0.21 Line B Level 2 LnB, Lev2 - Both - - 910 - - - - - - 2380 - Wall B-1 1 Both - - 910 - 1.0 - 280 - - 2380 - Seg. 1 - Both 0.0 0.0 0 - 1.0 - 280 - 280 - - Seg. 2 - Both 119.8 0.0 539 - 1.0 - 280 - 280 1260 0.43 Seg. 3 - Both 92.7 0.0 371 - 1.0 - 280 - 280 1120 0.33 Level 1 LnB, Levl - Both - - 1334 - - - - - - 2240 - Wall B-1 1 Both - - 1334 - 1.0 - 280 - - 2240 - Seg. 1 - W->E 260.8 0.0 1043 - 1.0 - 280 - 280 1120 0.93 - E->W 125.9 0.0 504 - 1.0 - 280 - 280 1120 0.45 Seg. 2 - W->E 72.6 0.0 291 - 1.0 - 280 - 280 1120 0.26 - E->W 207.5 0.0 830 - 1.0 - 280 - 280 1120 0.74 Legend: 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 all walls in the Standard Wall group. For Dir - Direction of seismic force along shearline. v - Design shear force on segment = ASD-factored shear force per unit length of full -height sheathing (FHS) vmax/vft - 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 4.3.4.3 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. V - ASD factored shear force. For shearline: total shearline force. For wall: total of all segments on wall. For segment: force on segment 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 SDPWS 4.3.4.2. Int - Unit shear capacity of interior sheathing, Ext - Unit shear capacity of exterior sheathing. For wall: Unfactored. For segment: Include Cub factor and aspect ratio adjustments. Cc - Adjustment factor for perforated walls from SDPWS Equation 4.3-5. C - Sheathing combination rule, A = Add capacities, S = Strongest side or twice weakest, G = Stiffness -based using SDPWS 4.3-3. Cmb - Combined interior and exterior unit shear capacity including perforated wall factor Co. V - Total factored shear capacity of shearline, wall or segment. Crit Resp -Response ratio = v/Cmb = design shear force/unit shear capacity. "Windicates that the wind design criterion was critical in selecting wall. Notes: 25 Page 50 of 63