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WOOCIWOI'KS®SH@al'WaIIS SOFTWARE FOR WOOD DESIGN <br /> 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw WoodWorks®Shearwalls 11.1 Feb.11,2018 10:31:13 <br /> 37.5' <br /> 35' <br /> Elevation View <br /> Shearline G,at Y=34 ft,Level 1 To 3. - - 32.5' <br /> Flexible Diaphragm Seismic Design. <br /> 30' <br /> 3131 783 783 783 783 <br /> 1'76.3 1 J •1118.$ i r- 78.3 ,,-•78.3 1V€1.$ i 0701 <br /> moo' 27.5' <br /> 96.0 .�:I 96.0 2178 97 30 96.0 96.0 <br /> G-1,1 G-3,1 G-4,1 6-6,1 Factored 25' <br /> A.R.2.0( A.R.2.0( A.R.2.0 A.R.2.00 out-of-plane <br /> q G-1 G-2 G-3 G-4 G-5 G-6 force Fp(plf) <br /> 2,0' - - 4.0 2.0' Anchorage:1g4.5' <br /> -4.0' 4.0' -. -4.0' ' Wall:11.9 <br /> 195.7 195.7 195.7 195.7 20' <br /> l II 3602 977 1649 977 i <br /> S 967670S 77670 i.141.0 Xli 141.0 2 141.0 $ $ Ism <br /> D 17.5' <br /> Dnen D9B9• DD19352 <br /> G-1,1 6-3,1 G-5,1 <br /> A.R.2.2 A.R.1.50 A.R.2.2f Factored 15' <br /> !o Adj 0.8 Adj 0.89 out-of-plane <br /> - G-1 G-2 G-3 G-4 G-5 force Fp(plf) <br /> Anchorage:1612.5' <br /> -4.0' 3.0'- 6.0'• -3.0'--- 4.0' - . Wall:13.4 <br /> '- -- I -- -244'.2 274.8 _ _244.2 '- - I Il 10' <br /> D mI£92 D 98 9• D 87937512D 032625 D 212 D 254 D 423 D 212 D X25 D 5192 9B 96 D FE20 <br /> - - 5' <br /> i i ii ii i% Ti i% I� i i% T <br /> S 967870 S ffi7670 S$12345 S 2580 S 2580ii 832&15 S$17670 S 969670 2 5' <br /> D 9 2 D 9B 96 D®2352 D 06282 D 212 D 423 D 423 D 212 D 08282 D 28$92 D 9B 96 D 1119292 <br /> 0' <br /> -2.5' 0' 2.5' 5' 7.5' 10' 12.5' 15' 17.5' 20' 22.5' 25' 27.5' 30' 32.5' 35' 37.5' 40' 42.5' 45' <br /> West East <br />