Laserfiche WebLink
WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN <br /> 2352.wsw WoodWorks®Shearwalls 2019(Update 3) Feb.20,2023 02:42:45 <br /> Level 2 of 2 <br /> �� H <br /> f —►22 9>, 0 B-1 S0s C <br /> 6E <br /> N.,▪4 ► <br /> rn <br /> .0 N. 5 <br /> .0 ► N <br /> .▪46 P. <br /> ► e° <br /> O. 0 <br /> 0 0 <br /> N ► co co <br /> 10' <br /> rn P.. w622 A >A A-3 A� y <br /> -411 H•• F7777Z-1 L -1 1 <br /> r- 287 Ecs, Q :87 <br /> s <br /> 11 A A A A II 11 1 AAA IA A1. 11i1gA1/1111A.A2 <br /> -15' <br /> 39. w • • W 93 <br /> • Ir <br /> 544-654 60-8-54.4 <br /> 65.4-702 70.2-60.8 <br /> 0' 5' 10' 15' 20' 25' <br /> — Factored shearline force(Ibs) I = _ $ Unfactored applied shear load(plf) <br /> • Factored holddown force(Ibs) ® 0 Unfactored dead load(plf,lbs) <br /> •C Compression force exists -H I Applied point load or discontinuous shearline force(Ibs) <br /> • Vertical element required <br /> Loads:Seismic(Qe):Forces:0.7E+0.6D;E=pQe+0.2 Sds D;p(NS)=1.3;p(EW)=1.0;Sds=0.96:Flexible distribution <br />