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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 2 of 2 i i i i <br />n <br />n <br />N <br />22 9�2� O `T11 <br />6'0 <br />622 A-1 l A-2 A-3 <br />54.4 - 6�.4 65.4 � 70.2 70.2 - 60.8 <br />N <br />W <br />O <br />w <br />60.8 - 54.4 <br />Lw <br />Factored shearline force (Ibs) <br />Unfactored applied shear load (plf) <br />Factored holddown force (Ibs) <br />0-0 Unfactored dead load (plf,lbs) <br />• C Compression force exists <br />Applied point load or discontinuous shearline force (Ibs) <br />0 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 />Page 22 of 63 <br />