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WoodWorks®Shearwalls 17134.1 Rucker Duplex Lateral-UPDATED FEB <br /> 2O18.wsw Feb.11,201812:21:19 <br /> DEFLECTION(flexible seismic design,continued) <br /> A-3 2 W->E Ext 175.4 3.75 8.00 16.5 .007 13.4 182 .030 .104 0.00 0.11 <br /> E->W Ext 175.4 3.75 8.00 16.5 .007 13.4 182 .030 .104 0.38 0.50 <br /> A-5 2 W->E Ext 175.4 3.75 8.00 16.5 .007 13.4 182 .030 .104 0.38 0.50 <br /> E->W Ext 175.4 3.75 8.00 16.5 .007 13.4 182 .030 .104 0.00 0.11 <br /> A-7 2 Both Ext 187.0 4.00 8.00 16.5 .007 13.4 182 .030 .111 0.42 0.54 <br /> Line G <br /> G-1 2 Both Ext 215.0 4.00 8.00 16.5 .008 13.4 182 .030 .128 0.45 0.59 <br /> G-3 2 W->E Ext 215.0 4.00 8.00 16.5 .008 13.4 182 .030 .128 0.45 0.59 <br /> E->W Ext 215.0 4.00 8.00 16.5 .008 13.4 182 .030 .128 0.30 0.44 <br /> G-4 2 W->E Ext 215.0 4.00 8.00 16.5 .008 13.4 182 .030 .128 0.30 0.44 <br /> E->W Ext 215.0 4.00 8.00 16.5 .008 13.4 182 .030 .128 0.45 0.59 <br /> G-6 2 Both Ext 215.0 4.00 8.00 16.5 .008 13.4 182 .030 .128 0.45 0.59 <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 <br /> b-Width of wall segment between openings.Modified for perforated walls as per SDPWS 4.3.2.1 <br /> h-Wall height <br /> Dell-Horizontal shea,wall deflection due to given term: <br /> Bending=Bvh"3/EAb;A-Cross sectional area of segment end stud(s);E-stud mod.of elasticity in Framing Materials table <br /> Shear=vh/1000 Ga. 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 <br /> SDPWS C4.3.3.2,value Is in Sheathing Materials table;en-Nail slip from SDPWS table C4.2.2D;Vn-Shear force per nail along panel edge using <br /> 1.4 vs <br /> Hold- Hold-down= da x h/b;refer to Hold-down Displacement table for components of da <br /> Total deft= Deflection from bending+shear+hold-down,as per SDPWS C4.3.2-1 <br /> 49 <br />