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WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN <br /> 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw WoodWorks4t Shearwalls 11.1 Feb.11,2018 10:43:44 <br /> Level 1 of 3 45' <br /> 40' <br /> m <br /> 0 <br /> co <br /> _• 40 t t.t tit t t = t t t.t t t.t t2t4t tat t f_ t t = t t t.t t.t t t40 35 <br /> -e- Q� Gro _ ( Gr Q^ P' Q^ -C' P 0 <br /> Ods Ods7s Oe0 des Ods <br /> y • C&C 24.2/29.9 • 30' <br /> �- 382f 1 0 F-2 F-3 • <br /> 0 F-40 <br /> 6> m IG <br /> `.1 r.. y25'25' <br /> 0 0 <br /> 0 - <br /> ---.- •- O •G :. <br /> ry'Vp - 20' <br /> -- oi• •M y <br /> y N N y <br /> W.-.- N N -.'N <br /> m_ N N ri N 15' <br /> 0 G U <br /> U U <br /> G Y <br /> --- - 10' <br /> y N t y <br /> m m <br /> i a 5' <br /> _ <br /> i 3128 A-1 A-2 0 A-4 A-5 - <br /> A - • - • 0' <br /> 0 0 0 (MC O 0 0 <br /> ffffiItttItfifftiffifftiffffftfffifif -5' <br /> 32.6 <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(pit) <br /> lk Factored holddown force(lbs) ® Unfactored dead load(plf,lbs) <br /> •C Compression force exists 0-0 Unfactored uplift wind load(plf,lbs) <br /> • Vertical element required --II Applied point load or discontinuous shearline force(lbs) <br /> Loads:Directional Case 1 Wind(W);Forces:0.6W+0.6D;Flexible distribution <br />