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WoodWorks® Shearwalls 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 Wind Design. <br /> 30' <br /> 2159 540 540 540 540 <br /> 1.044 I M ' f 4.cf I .-- 54.0 -, a., a7rt 75� ° 27.5' <br /> 96.0 °'" 96.0 215$0 5'z9- 30 96.0 s s' 96.0 <br /> G-1,1 G-3,1 0-4,1 0-6,1 Unfactored 25' <br /> A.R.2.0( A.R.2.0C A.R.2.0( A.R.2.0C C&C load <br /> CO._ G-1 G-2 G-3 G-4 G-5 0-6 Interior 24.2 <br /> End zone 29.922.5' <br /> 4.0' 2.0'4.0' - 4.0'-- 2.0'4.0' <br /> 134.9 134.9134.9 134.9 <br /> ` ^ 20' <br /> ' (11�. 1 Ii I. F1 'rr in 17.5' <br /> � T+P gg�Iss �Ib .. <br /> D 181592 i.9B 9• D DI935 14141{ 0 141.0 141192 141.0 D MIND 9898 D D1b9 <br /> G-1,1 G-3,1 G-5,1 <br /> A.R.2.2f. A.R.1.50 A.R.2.2f. Unfactor 15' <br /> ° Adj 0.89 Adj 0.89 C&C load', <br /> 0-1 G-2 G-3 G-4 0-5 Interior 24 2 <br /> End zone''9.9 12.5' <br /> -- 4.0' 3.0'- - 6.0' - ,-3.0' - 4.0'- <br /> -- 154.7 174.0 154.7 10' <br /> i <br /> ggyy��gg � �n � 'i g 1^� n iv fig-Ri-I}N � 1 7.S' <br /> D m1>i02? 9B'• D 1819352 D E 2 D 212 1 D 264 D 423 D 212 D ll2 D�M792 D 98 96 D NUS <br /> 5' <br /> S 515E52 + + S 513252+rS$46685++ +tS 1634 S 1634 I +rS$46685++S 515252 I 1 S 515252 <br /> D 69P92 D 9B 96 D 192352 D IN282 D 212 D 423 D 423 D 212 D 08282 D 03522D 9B 96 D 1D9292 2.5' <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 />