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r---7 I WoodWorks®Shearwalls SOFTWARE FOR WOOD DESIGN I <br /> 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw WoodWorks®Shearwalls 11.1 Feb.11,2018 10:43:44 <br /> Level 3 of 3 <br /> 50' <br /> 16g89-105.7-1683.9-18837- 6 <br /> 105.7 <br /> 47.3-102.902.9- . -102.1)02.9-47.3 45' <br /> 0.0-1 .' 11-0.0 <br /> — 40' <br /> P. rn <br /> 0, N� N C&C 242/29.9 coN <br /> R' • I1 1-1 C&C $/29.9 H- 9> 35' <br /> n TI59-2��3 igG-4 -5170,21 6 <br /> a,rn S U U r> <br /> r- a, 30' <br /> N N 1 <br /> 0) N r:. CO <br /> lli 1 1 rn <br /> — 25' <br /> •O rob <br /> M <br /> o La n <br /> N. <br /> 1 rn a) <br /> r 20' <br /> N. <br /> N \ G N M <br /> N \ N <br /> N N <br /> U <br /> ors U 15 <br /> N r 1-- <br /> r- <br /> cc; <br /> r- <br /> c; - 10' <br /> co <br /> 1 , 1 <br /> cR Lo <br /> in 4 <br /> 5' <br /> M <br /> 15 a1 <br /> N - A-1)..06 A-2 A-3 O A-5 A-6 A- •. <br /> o <br /> 1 t 0 0 Q C&C 24.2/29.9 Q Q O 1 <br /> o <br /> O 0 <br /> 1/ 1 1 1 1 1 I 1 SLJ <br /> 0.0-:.7 3.7-0.0 -5' <br /> 57.6-88.7 88.7 88.7-57.6 <br /> -10' <br /> -15' <br /> -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' <br /> --- Factored shearline force(lbs) LW Unfactored applied shear load(plf) <br /> • Factored holddown force(lbs) 0-0 Unfactored dead load(plf,lbs) <br /> •C Compression force exists 0-® Unfactored uplift wind load(plf,lbs) <br /> • Vertical element required —HI Applied point load or discontinuous shearline force(lbs) <br /> Loads:Directional Case 1 Wind(W);Forces:0.6W+0.6D;Flexible distribution <br />