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WoodWorks® Shearwalls 2352.wsw Feb.20,2023 13:29:46 DEFLECTION(flexible seismic design) Wall, W Bending Ga Nail slip Shear Hold Total segment Gp Dir Srf v b h A Defl kips/ Vn en Defl Defl Defl plf ft ft sq.in in in lbs 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,l 1 W->E Ext 68.8 11.03 8.30 16.5 .001 13.8 196 .032 .040 0.09 0.13 E->W Ext 73.8 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 16.3 .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 8-1,1 1 W->E Ext 286.6 4.00 8.00 16.5 .011 13.8 196 .032 .166 0.38 0.56 E->44 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 0.42 0.56 Wall, W Bending Ga Nail slip Shear Hold Total segment Gp Dir Srf v b h A Defl kips/ Vn en Defl Defl Defl plf ft ft sq.in in in lbs in in in in Level 2 Line 1 1-2 1 5->N Ext 111.1 9.00 7.75 16.5 .002 13.3 196 .032 .062 0.28 3.34 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 14->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 .300 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 0.63 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. 8-3,2=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 force/0.70.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 walla 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=8v17^3/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;en-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 defl= 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