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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 10:43:44 <br /> 45' <br /> 42.5' <br /> Elevation View <br /> Shearline 7,at X=40 ft,Level 1 To 3. <br /> Flexible Diaphragm Wind Design. 40' <br /> - -L - i- <br /> Ti- - 37.5' <br /> i I <br /> 35' <br /> 32.5' <br /> - I 30' <br /> 1249 ,, <br /> 1249 <br /> 96.0 153.0 153.0 96.0 <br /> 7-1,1 25' <br /> A.R.0.34 Unfactored <br /> 93 C&C load <br /> 0 7-1 7-2 Interior 24.2 <br /> End zone 29.5-'2.5' <br /> 23.5' -_ - 10.5' -53.2 20' <br /> 2242 776 583 883 _ <br /> IP' til 3 �•�M 74.7 + $?4+7 • '4�7 74.7 • �4j7+ 1 � � ill-OA }N 17.5' <br /> D 85 90.0 496' 178 190.0 1:90.0 197.0 190.0 D 521 <br /> 7-1,1 7-2,1 7-7,1 <br /> A.R.2.40 A.R.2.7 A.R.2.25 Unfactored 15' <br /> co Adj 0.83 Adj 0.7. Adj 0.89 C&C load <br /> 7-1 7-2 7-3 7-4 7-5 7-6 7-7 Interior 24. ' <br /> End zone 2 .9 12.5' <br /> 3.75'- -3.25' - 1.75' 1.5'3.75' - 3.25'--- 4.0' -- <br /> 207.0 179.4 220.8 10' <br /> } <br /> 4893 3294 _ 1.r- ' <br /> �v <br /> 9: ;„.� ,r'4 4 r Q120 Unfaa��tgq77�� 7.5' <br /> �, D 1D8�6 •86166 D ,-,:148D ,117• I g 21380 C&C`fcaii <br /> 0.23 0.47 <br /> Interior 24. <br /> P -d-3' - End zone 2 .9 5' <br /> 188.2 --ii <br /> 1 8.2 <br /> t � T ii* C,, ;, T i <br /> S 359®96 SS11469 S 764 S 2'142895 <br /> 0 2D2166 013889 D186166 D 16CD 14850 6917® D 2211158 D 521 2.5' <br /> 0' <br /> 0' 2.5' 5' 7.5' 10' 12.5' 15' 17.5' 20' 22.5' 25' 27.5' 30' 32.5' 35' 37.5' <br /> South North <br />