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WoodWorks® Shearwalls 2352.wsw Feb. 20, 202313:29:46 DEFLECTION (flexible seismic design) Wall, W Bending Ga Nail slip Shear Hold Total segment Gp Dir Srf v b h A Defl kips/ Vn an Defl Defl Defl plf ft ft sq.in in in Ibs in in in in Level 1 Line 1 1-1,2 2 S->N Ext 366.4 4.00 8.00 16.5 .014 24.3 193 .030 .120 0.38 0.52 N->S Ext 366.4 4.00 8.00 16.5 .014 24.3 193 .030 .120 0.37 0.51 Line 2 2-1,2 2 Both Ext 366.4 4.00 8.00 16.5 .014 24.3 193 .030 .120 0.35 0.49 Line A A-1,1 1 W->E Ext 68.8 11.00 8.00 16.5 .001 13.8 196 .032 .040 0.09 0.13 E->W Ext 70.8 11.00 8.00 16.5 .001 13.8 196 .032 .041 0.08 0.13 A-1,2 W->E Ext 67.5 10.50 8.00 16.5 .001 13.8 196 .032 .039 0.09 0.13 E->W Ext 65.5 10.50 8.00 16.5 .001 13.8 196 .032 .038 0.09 0.13 Line B B-1,1 1 W->E Ext 286.6 4.00 8.00 16.5 .011 13.8 196 .032 .166 0.38 0.56 E->W Ext 138.4 4.00 8.00 16.5 .005 13.8 196 .032 .080 0.47 0.56 B-1,2 W->E Ext 79.8 4.00 8.00 16.5 .003 13.8 196 .032 .046 0.51 0.56 E->W Ext 228.1 4.00 8.00 16.5 .009 13.8 196 .032 .132 0.92 1 0.56 Wall, W Bending Ga Nail slip Shear Hold Total segment Gp Dir Srf v b h A Defl kips/ Vn an Defl Defl Defl plf ft ft sq.in in in Ibs in in in in Level 2 Line 1 1-2 1 S->N Ext 111.1 9.00 7.75 16.5 .002 13.8 196 .032 .062 0.28 0.34 N->S Ext 111.1 9.00 7.75 16.5 .002 13.8 196 .032 .062 0.26 0.33 Line 2 2-1 1 W->E - - 11.50 7.75 - - - - - - - 0.93 E->W - - 11.50 7.75 - - - - - - - 0.85 2-1,1 S->N Ext 181.8 3.00 6.41 16.5 .005 13.8 196 .032 .084 0.79 0.88 N->S Ext 181.8 3.00 6.41 16.5 .005 13.8 196 .032 .084 0.68 0.77 2-1,2 S->N Ext 181.8 2.50 6.41 16.5 .007 13.8 196 .032 .084 0.90 0.99 N->S Ext 181.8 2.50 6.41 16.5 .007 13.8 196 .032 .084 0.85 0.94 Line A A-2 1 Both Ext 90.9 11.00 7.75 16.5 .001 13.8 196 .032 .051 0.26 0.31 A-3 1 Both Ext 0.0 3.50 7.75 16.5 .000 13.8 196 .032 .000 0.00 0.00 Line B B-1,2 1 Both Ext 131.7 4.50 7.75 16.5 .004 13.8 196 .032 .074 0.68 0.76 B-1,3 Both Ext 101.9 4.00 7.75 16.5 .004 13.8 196 .032 .057 0.70 0.76 Legend: Wall, segment - Wall and segment between openings, e.g. B-3, 2 = second segment on Wall 3 on Shearline B W Gp - Wall design group, refer to Sheathing and Framing Materials Dir - Force direction Srf- Wall surface, interior or exterior for perimeter walls, 1 or 2 for interior partitions v- Unfactored (strength -level) shear force per unit distance on wall segment = ASD forcei0.70. For perforated walls, vmax from SDPWS 4.3-9 is used, as per 4.3.2. 1. For force -transfer walls, unit shear force in pier beside opening(s) is used. b - Segmented wall or force -transfer wall segments: Width of wall segment between openings. Perforated wall. Sum of FHS segments, modified as per SDPWS 4.3.2. 1. Force -transfer wall: Length of wall including openings. h - Wall height. For force -transfer piers, distance from bottom of opening to top of wall is shown, for end segments, results using that distance and the wall height are averaged, as per APA T555. Defl - Horizontal shearwall deflection due to given term: Bending = 8vhA3 /EAb Cub, A - Cross sectional area of segment end stud(s); E- stud mod. of elasticity in Framing Materials table Shear = vh / 1000 Ga Cub. Ga - 1.4 vs / (1.4 vs /Gt + 0.75 en) from SDPWS Ex. C4.3.2-1; vs - ASD sheathing capacity, Gt - Shear stiffness from C4.3.3.2, value is in Sheathing Materials table, an - Nail slip from table C4.2.2D, Vn - Shear force per nail along panel edge using 1.4 vs Hold - Hold-down = da x h /b, refer to Hold-down Displacement table for components of da. For force -transfer walls, hold-down device at end of wall is applied to all segments, as per APA T555. Cub - Unblocked factor from 4.3.2.2, shown in the Shear Results table. Total deft = Deflection from bending + shear + hold-down, as per SDPWS C4.3.2-1. For force -transfer walls, the average of the values for the segments, as per APA T555. 29 Page 54 of 63