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WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN <br /> 2352.wsw WoodWorks®Shearwalls 2019(Update 3) Feb.20,2023 02:42:45 <br /> Level 1 of 2 <br /> 86 8 <br /> 5' <br /> C&C 42.5/50.2 G <br /> III - 0' <br /> ro <br /> 8,1 p2V —� <br /> �� —N �p - <br /> -i <br /> 0 IQ <br /> o -5 <br /> 6 ,- <br /> N N , c-, N in <br /> U U �, <br /> U ' U <br /> M co <br /> CO co <br /> N N <br /> -10' <br /> 1115 A-1 @ <br /> 9e? So, C&O42.5/50.26, 0 0 <br /> 125.2 <br /> 0' 5' 10' 15' 20' 25' 30' <br /> — Factored shearline force(Ibs) t t f t Unfactored applied shear load(plf) <br /> • Factored holddown force(Ibs) 0-0 Unfactored dead load(plf,lbs) <br /> •C Compression force exists 0-0 Unfactored uplift wind load(plf,lbs) <br /> II Vertical element required I Applied point load or discontinuous shearline force(Ibs) <br /> Loads:Directional Case 1 Wind(W);Forces:0.6W+0.6D;Flexible distribution <br />