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WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN <br />Moon RES Lateral.wsw WoodWorks® Shearwalls 2019 (Update 3) May 17, 2022 10:05:53 <br />Level 2 of 2 <br />M <br />N <br />N <br />--5' <br />9 <br />-10, <br />-15' <br />-5' 0' 5' 10, 15, 20' 25' 30' 35' 40' 45' 50' 5�' <br />Factored shearline force (Ibs) LW Unfactored applied shear load (plf) <br />Factored holddown force (Ibs) Unfactored dead load (plf,lbs) <br />• C Compression force exists Applied point load or discontinuous shearline force (Ibs) <br />■ Vertical element required <br />Loads: Seismic (Qe); Forces: 0.7E + 0.61D; E = pQe + 0.2 Sds D; p(NS) = 1.0; p(EW) = 1.0; Sds = 1.0; Flexible distribution Page 35 of 52 <br />