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1318 75TH ST SE 2024-03-01
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75TH ST SE
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WoodWorks® Shearwalls Moon RES Lateral.wsw May. 17, 2022 10:06:02 <br />DEFLECTION (flexible seismic desian) <br />Wall, <br />W <br />I <br />I 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 />Level1 <br />Line 1 <br />1-1,1 <br />2 <br />S->N <br />Ext <br />403.8 <br />12.50 <br />9.00 <br />16.5 <br />.008 <br />36.7 <br />201 <br />.012 <br />.099 <br />0.29 <br />0.40 <br />S->N <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />N->S <br />Ext <br />267.1 <br />12.50 <br />9.00 <br />16.5 <br />.005 <br />36.7 <br />201 <br />.012 <br />.066 <br />0.33 <br />0.40 <br />N->S <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />1-1,2 <br />S->N <br />Ext <br />82.5 <br />10.00 <br />9.00 <br />16.5 <br />.002 <br />36.7 <br />201 <br />.012 <br />.020 <br />0.38 <br />0.40 <br />S->N <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />N->S <br />Ext <br />253.3 <br />10.00 <br />9.00 <br />16.5 <br />.006 <br />36.7 <br />201 <br />.012 <br />.062 <br />0.33 <br />0.40 <br />N->S <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />Line 3 <br />3-1 <br />1 <br />Both <br />Ext <br />189.1 <br />32.00 <br />9.00 <br />16.5 <br />.001 <br />29.7 <br />196 <br />.011 <br />.057 <br />0.10 <br />0.16 <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 />W->E <br />Ext <br />165.8 <br />30.50 <br />9.00 <br />16.5 <br />.001 <br />29.7 <br />196 <br />.011 <br />.050 <br />0.10 <br />0.16 <br />W->E <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />E->W <br />Ext <br />0.1 <br />30.50 <br />9.00 <br />16.5 <br />.000 <br />29.7 <br />196 <br />.011 <br />.000 <br />0.10 <br />0.10 <br />E->W <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />A-1,2 <br />W->E <br />Ext <br />17.2 <br />18.50 <br />9.00 <br />16.5 <br />.000 <br />29.7 <br />196 <br />.011 <br />.005 <br />0.16 <br />0.16 <br />W->E <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />E->W <br />Ext <br />290.4 <br />18.50 <br />9.00 <br />16.5 <br />.004 <br />29.7 <br />196 <br />.011 <br />.088 <br />0.00 <br />0.09 <br />E->W <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />Line B <br />B-1,1 <br />2 <br />Both <br />Ext <br />320.3 <br />5.50 <br />9.00 <br />16.5 <br />.015 <br />36.7 <br />201 <br />.012 <br />.079 <br />0.63 <br />0.73 <br />Both <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />B-1,2 <br />Both <br />Ext <br />320.3 <br />5.50 <br />9.00 <br />16.5 <br />.015 <br />36.7 <br />201 <br />.012 <br />.079 <br />0.63 <br />0.73 <br />Both <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />B-1,3 <br />Both <br />Ext <br />120.3 <br />4.50 <br />9.00 <br />16.5 <br />.007 <br />36.7 <br />201 <br />.012 <br />.030 <br />0.69 <br />0.73 <br />Both <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />B-1,4 <br />Both <br />Ext <br />414.0 <br />6.00 <br />9.00 <br />16.5 <br />.017 <br />36.7 <br />201 <br />.012 <br />.102 <br />0.61 <br />0.73 <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 />SO <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 />245.8 <br />7.50 <br />8.00 <br />16.5 <br />.006 <br />29.7 <br />196 <br />.011 <br />.066 <br />0.48 <br />0.55 <br />Both <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />1-1,3 <br />Both <br />Ext <br />248.4 <br />8.00 <br />8.00 <br />16.5 <br />.006 <br />29.7 <br />196 <br />.011 <br />.067 <br />0.48 <br />0.55 <br />Both <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <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 />255.4 <br />15.00 <br />8.00 <br />16.5 <br />.003 <br />29.7 <br />196 <br />.011 <br />.069 <br />0.25 <br />0.32 <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 />0.0 <br />0 <br />.000 <br />.000 <br />A-1,3 <br />Both <br />Ext <br />139.3 <br />24.50 <br />8.00 <br />16.5 <br />.001 <br />29.7 <br />196 <br />.011 <br />.038 <br />0.12 <br />0.16 <br />Both <br />Int <br />0.0 <br />0.0 <br />0 <br />.000 <br />.000 <br />Line C <br />C-2 <br />1 <br />Both <br />Ext <br />188.7 <br />22.50 <br />8.00 <br />16.5 <br />.001 <br />29.7 <br />196 <br />.011 <br />.051 <br />0.14 <br />0.19 <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, refer to Sheathing and Framing Materials <br />Dir - Force direction <br />Srf - Wall surface, interior or exterior for perimeter walls, 1 or 2 for interior partitions <br />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 <br />used, as per 4.3.2.1. For force -transfer 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 - 1.4 vs / (1.4 vs / Gt + 0.75 en) from SDPWS Ex. C4.3.2-1; vs - ASD sheathing capacity, Gt - Shear stiffness <br />Page 51 of 52 <br />43 <br />
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