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7/31/2025 11:34:53 AM
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WoodWorks® Shearwalls 2352.wsw Feb. 20, 202313:29:46 <br />MWFRS DEFLECTION (rigid wind design) <br />These deflections are used to determine shearwall stiffness for force distribution <br />Wall, <br />W <br />Bending <br />Ga <br />Nail slip <br />Shear <br />Hold <br />Total <br />segment <br />Gp <br />Dir <br />Srf <br />v <br />b <br />h <br />A <br />Defl <br />kips/ <br />Vn <br />an <br />Defl <br />Defl <br />Defl <br />plf <br />ft <br />ft <br />sq.in <br />in <br />in <br />Ibs <br />in <br />in <br />in <br />in <br />Level 1 <br />Line 1 <br />1-1,2 <br />2 <br />S->N <br />Ext <br />706.4 <br />4.00 <br />8.00 <br />16.5 <br />.027 <br />24.3 <br />193 <br />.030 <br />.232 <br />0.99 <br />0.70 <br />N->S <br />Ext <br />707.9 <br />4.00 <br />8.00 <br />16.5 <br />.027 <br />24.3 <br />193 <br />.030 <br />.233 <br />0.43 <br />0.69 <br />Line 2 <br />2-1,2 <br />2 <br />S->N <br />Ext <br />712.1 <br />4.00 <br />8.00 <br />16.5 <br />.028 <br />24.3 <br />193 <br />.030 <br />.239 <br />0.41 <br />0.67 <br />N->S <br />Ext <br />710.6 <br />4.00 <br />8.00 <br />16.5 <br />.028 <br />24.3 <br />193 <br />.030 <br />.239 <br />0.42 <br />0.68 <br />Line A <br />A-1,1 <br />1 <br />W->E <br />Ext <br />80.8 <br />11.00 <br />8.00 <br />16.5 <br />.001 <br />13.8 <br />196 <br />.032 <br />.047 <br />0.09 <br />0.13 <br />E->W <br />Ext <br />82.9 <br />11.00 <br />8.00 <br />16.5 <br />.001 <br />13.8 <br />196 <br />.032 <br />.048 <br />0.08 <br />0.13 <br />A-1,2 <br />W->E <br />Ext <br />79.3 <br />10.50 <br />8.00 <br />16.5 <br />.001 <br />13.8 <br />196 <br />.032 <br />.046 <br />0.09 <br />0.13 <br />E->W <br />Ext <br />77.1 <br />10.50 <br />8.00 <br />16.5 <br />.001 <br />13.8 <br />196 <br />.032 <br />.045 <br />0.09 <br />0.13 <br />Line B <br />B-1,1 <br />1 <br />W->E <br />Ext <br />78.6 <br />4.00 <br />8.00 <br />16.5 <br />.003 <br />13.8 <br />196 <br />.032 <br />.046 <br />0.25 <br />0.30 <br />E->W <br />Ext <br />53.6 <br />4.00 <br />8.00 <br />16.5 <br />.002 <br />13.8 <br />196 <br />.032 <br />.031 <br />0.27 <br />0.30 <br />B-1,2 <br />W->E <br />Ext <br />48.3 <br />4.00 <br />8.00 <br />16.5 <br />.002 <br />13.8 <br />196 <br />.032 <br />.028 <br />0.27 <br />0.30 <br />E->W <br />Ext <br />73.2 <br />4.00 <br />8.00 <br />16.5 <br />.003 <br />13.8 <br />196 <br />.032 <br />.042 <br />0.25 <br />1 0.30 <br />Wall, <br />W <br />Bending <br />Ga <br />Nail slip <br />Shear <br />Hold <br />Total <br />segment <br />Gp <br />Dir <br />Srf <br />v <br />b <br />h <br />A <br />Defl <br />kips/ <br />Vn <br />an <br />Defl <br />Defl <br />Defl <br />If <br />ft <br />ft <br />s .in <br />in <br />in <br />Ibs <br />in <br />in <br />in <br />in <br />Level 2 <br />Line 1 <br />1-2 <br />1 <br />S->N <br />Ext <br />148.7 <br />9.00 <br />7.75 <br />16.5 <br />.002 <br />13.8 <br />196 <br />.032 <br />.083 <br />0.28 <br />0.37 <br />N->S <br />Ext <br />148.0 <br />9.00 <br />7.75 <br />16.5 <br />.002 <br />13.8 <br />196 <br />.032 <br />.083 <br />0.27 <br />0.35 <br />Line 2 <br />2-1 <br />1 <br />W->E <br />- <br />- <br />11.50 <br />7.75 <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />0.95 <br />E->W <br />- <br />- <br />11.50 <br />7.75 <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />0.88 <br />2-1,1 <br />S->N <br />Ext <br />221.6 <br />3.00 <br />6.41 <br />16.5 <br />.007 <br />13.8 <br />196 <br />.032 <br />.103 <br />0.79 <br />0.90 <br />N->S <br />Ext <br />222.8 <br />3.00 <br />6.41 <br />16.5 <br />.007 <br />13.8 <br />196 <br />.032 <br />.103 <br />0.68 <br />0.79 <br />2-1,2 <br />S->N <br />Ext <br />221.6 <br />2.50 <br />6.41 <br />16.5 <br />.008 <br />13.8 <br />196 <br />.032 <br />.103 <br />0.90 <br />1.01 <br />N->S <br />Ext <br />222.8 <br />2.50 <br />6.41 <br />16.5 <br />.008 <br />13.8 <br />196 <br />.032 <br />.103 <br />0.85 <br />0.96 <br />Line A <br />A-2 <br />1 <br />W->E <br />Ext <br />69.2 <br />11.00 <br />7.75 <br />16.5 <br />.001 <br />13.8 <br />196 <br />.032 <br />.039 <br />0.24 <br />0.28 <br />E->W <br />Ext <br />69.4 <br />11.00 <br />7.75 <br />16.5 <br />.001 <br />13.8 <br />196 <br />.032 <br />.039 <br />0.24 <br />0.28 <br />A-3 <br />1 <br />Both <br />Ext <br />0.0 <br />3.50 <br />7.75 <br />16.5 <br />.000 <br />13.8 <br />196 <br />.032 <br />.000 <br />0.00 <br />0.00 <br />Line B <br />B-1,2 <br />1 <br />Both <br />Ext <br />46.2 <br />4.50 <br />7.75 <br />16.5 <br />.001 <br />13.8 <br />196 <br />.032 <br />.026 <br />0.55 <br />0.58 <br />B-1,3 <br />W->E <br />Ext <br />11.2 <br />4.00 <br />7.75 <br />16.5 <br />.000 <br />13.8 <br />196 <br />.032 <br />.006 <br />0.57 <br />0.58 <br />E->W <br />Ext <br />10.7 <br />4.00 <br />7.75 <br />16.5 <br />.000 <br />13.8 <br />196 <br />.032 <br />.006 <br />0.57 <br />0.58 <br />Legend: <br />Wall, segment - Wall and segment between openings, e.g. B-3, 2 = second segment on Wall 3 on Shearline B <br />W Gp - Wall design group defined in Sheathing and Materials tables, where it shows associated Standard Wall. <br />Dir - Force direction <br />Srf- Wall surface, interior or exterior for perimeter walls, 1 or 2 for interior partitions <br />v- ASD shear force per unit distance on wall segment. For perforated walls, vmax from SDPWS 4.3-9 is used, as per 4.3.2. 1. For force -transfer walls, unit <br />shear force in pier beside opening(s) is used. <br />b - Segmented wall or force -transfer wall segments: Width of wall segment between openings. Perforated wall. Sum of FHS segments, modified as per <br />SDPWS 4.3.2. 1. Force -transfer wall: Length of wall including openings. <br />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 <br />height are averaged, as per APA T555. <br />Defl - Horizontal shearwall deflection due to given term: <br />Bending = 8vhA3 /EAb Cub, A - Cross sectional area of segment end stud(s); E- stud mod. of elasticity in Framing Materials table <br />Shear = vh / 1000 Ga Cub. Ga - vw / (m /Gt + 0.75 en), from SDPWS Ex. C4.3.2-1; vw - ASD sheathing capacity, Gt - Shear stiffness from C4.3.3.2, <br />value is in Sheathing Materials table, an - Nail slip from table C4.2.2D, Vn - Shear force per nail along panel edge using vw <br />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 <br />applied to all segments, as per APA T555. <br />Cub - Unblocked factor from 4.3.2.2, shown in the Shear Results table. <br />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 <br />per APA T555. <br />21 <br />Page 46 of 63 <br />
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