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WoodWorks® Shearwalls Moon RES Lateral.wsw May. 17, 2022 10:06:02 <br />MWFRS DEFLECTION (flexible wind design) <br />These deflections are used to determine shearwall stiffness fnr fnrre distrihutinn <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 />en <br />Defl <br />Defl <br />Defl <br />If <br />ft <br />ft <br />sci.in <br />in <br />in <br />Ibs <br />in <br />in <br />in <br />in <br />Level 1 <br />Line 1 <br />1-1,1 <br />2 <br />S->N <br />Ext <br />273.5 <br />12.50 <br />9.00 <br />16.5 <br />.007 <br />36.7 <br />201 <br />.012 <br />.069 <br />0.28 <br />0.36 <br />S->N <br />Int <br />56.8 <br />6.5 <br />102 <br />.030 <br />.069 <br />N->S <br />Ext <br />190.6 <br />12.50 <br />9.00 <br />16.5 <br />.005 <br />36.7 <br />201 <br />.012 <br />.048 <br />0.31 <br />0.36 <br />N->S <br />Int <br />39.6 <br />6.5 <br />102 <br />.030 <br />.048 <br />1-1,2 <br />S->N <br />Ext <br />42.5 <br />10.00 <br />9.00 <br />16.5 <br />.001 <br />36.7 <br />201 <br />.012 <br />.011 <br />0.35 <br />0.36 <br />S->N <br />Int <br />8.8 <br />6.5 <br />102 <br />.030 <br />.011 <br />N->S <br />Ext <br />146.1 <br />10.00 <br />9.00 <br />16.5 <br />.004 <br />36.7 <br />201 <br />.012 <br />.037 <br />0.32 <br />0.36 <br />N->S <br />Int <br />30.3 <br />6.5 <br />102 <br />.030 <br />.037 <br />Line 3 <br />3-1 <br />1 <br />Both <br />Ext <br />110.0 <br />32.00 <br />9.00 <br />16.5 <br />.001 <br />29.7 <br />196 <br />.011 <br />.036 <br />0.10 <br />0.14 <br />Both <br />Int <br />35.1 <br />6.5 <br />102 <br />.030 <br />.036 <br />Line A <br />A-1,1 <br />1 <br />Both <br />Ext <br />56.9 <br />30.50 <br />9.00 <br />16.5 <br />.001 <br />29.7 <br />196 <br />.011 <br />.019 <br />0.10 <br />0.12 <br />Both <br />Int <br />18.1 <br />6.5 <br />102 <br />.030 <br />.019 <br />A-1,2 <br />Both <br />Ext <br />0.0 <br />18.50 <br />9.00 <br />16.5 <br />.000 <br />29.7 <br />196 <br />.011 <br />.000 <br />0.00 <br />0.00 <br />Both <br />Int <br />0.0 <br />6.5 <br />102 <br />.030 <br />.000 <br />Line B <br />B-1,1 <br />2 <br />Both <br />Ext <br />117.1 <br />5.50 <br />9.00 <br />16.5 <br />.006 <br />36.7 <br />201 <br />.012 <br />.029 <br />0.58 <br />0.61 <br />Both <br />Int <br />24.3 <br />6.5 <br />102 <br />.030 <br />.029 <br />B-1,2 <br />Both <br />Ext <br />117.1 <br />5.50 <br />9.00 <br />16.5 <br />.006 <br />36.7 <br />201 <br />.012 <br />.029 <br />0.58 <br />0.61 <br />Both <br />Int <br />1 24.3 <br />6.5 <br />102 <br />.030 <br />.029 <br />B-1,3 <br />Both <br />Ext <br />0.0 <br />4.50 <br />9.00 <br />16.5 <br />.000 <br />36.7 <br />201 <br />.012 <br />.000 <br />0.00 <br />0.00 <br />Both <br />Int <br />0.0 <br />6.5 <br />102 <br />.030 <br />.000 <br />B-1,4 <br />Both <br />Ext <br />190.0 <br />6.00 <br />9.00 <br />16.5 <br />.010 <br />36.7 <br />201 <br />.012 <br />.048 <br />0.55 <br />0.61 <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 />en <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 />1-1,2 <br />1 <br />Both <br />Ext <br />116.7 <br />7.50 <br />8.00 <br />16.5 <br />.004 <br />29.7 <br />196 <br />.011 <br />.034 <br />0.43 <br />0.47 <br />Both <br />Int <br />37.2 <br />6.5 <br />102 <br />.030 <br />.034 <br />1-1,3 <br />Both <br />Ext <br />120.9 <br />8.00 <br />8.00 <br />16.5 <br />.004 <br />29.7 <br />196 <br />.011 <br />.035 <br />0.43 <br />0.47 <br />Both <br />Int <br />38.5 <br />6.5 <br />102 <br />.030 <br />.035 <br />Line 3 <br />3-1,1 <br />1 <br />Both <br />Ext <br />0.0 <br />3.00 <br />8.00 <br />16.5 <br />.000 <br />29.7 <br />196 <br />.011 <br />.000 <br />0.00 <br />0.00 <br />Both <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />3-1,2 <br />Both <br />Ext <br />162.0 <br />15.00 <br />8.00 <br />16.5 <br />.002 <br />29.7 <br />196 <br />.011 <br />.044 <br />0.23 <br />0.27 <br />Both <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />3-1,3 <br />Both <br />Ext <br />0.0 <br />4.50 <br />8.00 <br />16.5 <br />.000 <br />29.7 <br />196 <br />.011 <br />.000 <br />0.00 <br />0.00 <br />Both <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />Line A <br />A-1,1 <br />1 <br />Both <br />Ext <br />0.0 <br />13.50 <br />8.00 <br />16.5 <br />.000 <br />29.7 <br />196 <br />.011 <br />.000 <br />0.00 <br />0.00 <br />Both <br />Int <br />0.0 <br />6.5 <br />102 <br />.030 <br />.000 <br />A-1,3 <br />Both <br />Ext <br />34.8 <br />24.50 <br />8.00 <br />16.5 <br />.000 <br />29.7 <br />196 <br />.011 <br />.010 <br />0.11 <br />0.12 <br />Both <br />Int <br />11.1 <br />6.5 <br />102 <br />.030 <br />.010 <br />Line C <br />C-2 <br />1 <br />Both <br />Ext <br />45.5 <br />22.50 <br />8.00 <br />16.5 <br />.000 <br />29.7 <br />196 <br />.011 <br />.013 <br />0.12 <br />0.14 <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 <br />walls, unit 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 <br />per 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 <br />the wall height are averaged, as per APA T555. <br />Dell - Horizontal shearwall deflection due to given term: <br />Bending = 8vh"3 / 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 / (vw / Gt + 0.75 en), from SDPWS Ex. C4.3.2-1; vw - ASD sheathing capacity; Gt -Shear stiffness from <br />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 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 <br />wall is applied to all segments, as per APA T555. <br />Page 44 of 52 <br />17 <br />
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