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WoodWorks®$h@arwa��S 17134.1 Rucker Duplex Lateral-UPDATED FEB <br /> 2018.wsw Feb.11,201812:21:19 <br /> MWFRS DEFLECTION(flexible wind design,continued) <br /> N->S 1 76.7 18.25 8.00 16.5 .001 13.4 182 .030 .046 0.02 0.06 <br /> L ine 7 <br /> 7-1 2 S->N Ext 53.2 23.50 8.00 16.5 .000 13.4 182 .030 .032 0.01 0.05 <br /> N->S Ext 54.2 23.50 8.00 16.5 .000 13.4 182 .030 .032 0.01 0.05 <br /> L ine A <br /> A-1 2 Both Ext 119.1 4.00 8.00 16.5 .005 13.4 182 .030 .071 0.35 0.43 <br /> A-3 2 W->E Ext 111.7 3.75 8.00 16.5 .005 13.4 182 .030 .066 0.00 0.07 <br /> E->W Ext 111.7 3.75 8.00 16.5 .005 13.4 182 .030 .066 0.30 0.37 <br /> A-5 2 W->E Ext 111.7 3.75 8.00 16.5 .005 13.4 182 .030 .066 0.30 0.37 <br /> E->W Ext 111.7 3.75 8.00 16.5 .005 13.4 182 .030 .066 0.00 0.07 <br /> A-7 2 Both Ext 119.1 4.00 8.00 16.5 .005 13.4 182 .030 .071 0.35 0.43 <br /> Line G <br /> G-1 2 Both Ext 134.9 4.00 8.00 16.5 .005 13.4 182 .030 .080 0.37 0.46 <br /> G-3 2 W->E Ext 134.9 4.00 8.00 16.5 .005 13.4 182 .030 .080 0.37 0.46 <br /> E->W Ext 134.9 4.00 8.00 16.5 .005 13.4 182 .030 .080 0.00 0.09 <br /> G-4 2 W->E Ext 134.9 4.00 8.00 16.5 .005 13.4 182 .030 .080 0.00 0.09 <br /> E->W Ext 134.9 4.00 8.00 16.5 .005 13.4 182 .030 .080 0.37 0.46 <br /> G-6 2 Both Ext 134.9 4.00 8.00 16.5 .005 13.4 182 .030 .080 0.37 0.46 <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 <br /> b-Width of wall segment between openings.Modified for perforated walls as per SDPWS 4.3.2.1 <br /> h-Wall height <br /> Deft-Horizontal shearwall deflection due to given term: <br /> Bending=8vh^3/Fib;A-Cross sectional area of segment end stud(s);E-stud mod.of elasticity in Framing Materials table <br /> Shear=vh/1000 Ga. Ga-vw/(vw/Gt+0.75 en),from SDPWS Ex.C4.3.2-1;vw-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 /> vw <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 /> 35 <br />