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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 /> co <br /> m <br /> ii•Hi <br /> H ■ 19C 0' <br /> i ► 'o'` 912 0 ' ,i? <br /> m -► -5' <br /> H <br /> 4— — N <br /> H <br /> H <br /> ► ao co <br /> co ► co t� 912 -i -10' <br /> A h <br /> �1 <br /> 4 6'6, 0 00 0a <br /> _ : t : t _ t t t t t t tt / SttttSt $ Itt : StSt$:::Sttt -15' <br /> 26.6 26.6 26 6 <br /> 0' 5' 10' 15' 20' 25' <br /> Factored shearline force(lbs) / _ = 1 Unfactored applied shear load(plf) <br /> Factored holddown force(lbs) ® ® Unfactored dead load(plf,lbs) <br /> •C Compression force exists ----I I Applied point load or discontinuous shearline force(lbs) <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 />