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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 <br /> 48.6-89.3 893-486 <br /> 5' <br /> (6 C&C 42.5/50.2 N <br /> IC) 1 G ► 0' <br /> —s 07 d;. C B-1 Q�? <br /> S <br /> N N <br /> O N O <br /> La ,0 5 <br /> 6 N N N 1.O <br /> V V <br /> oa o <br /> U U <br /> rn E <br /> N N <br /> N. <br /> -10' <br /> 507 A 1 A-2 A-3 A�i ^L60 <br /> 07 65, C&C42.5/50.2 pCN <br /> 8 <br /> 1 . 11 , 11 ► , . . 1I I . / . / / lll „ / l / A4 -15' <br /> 72.8-137.3 137.3-72.8 <br /> 0' 5' 10' 15' 20' 25' 30' <br /> Factored shearline force(Ibs) tft t Unfactored applied shear load(plf) <br /> • Factored holddown force(Ibs) ® Unfactored dead load(plf,lbs) <br /> •C Compression force exists 0-0 Unfactored uplift wind load(plf,lbs) <br /> • Vertical element required —I I Applied point load or discontinuous shearline force(Ibs) <br /> Loads:Directional Case 1 Wind(W);Forces:0.6W+0.6D;Flexible distribution <br />