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❑ WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN <br />2352.wsw <br />Level 2 of 2 <br />Woodworks@ Shearwalls 2019 (Update 3) Feb. 20, 2023 02:42:45 <br />— 89.3 i. i. 89.3 — <br />C&C 4 .5 / 50.2 SIG <br />s <br />B <br />1--}- <br />(�507 <br />__________�---- <br />- -A_z-� __________'� <br />- - --- -----t.A <br />1 <br />A-3 At <br />S <br />C&C4 <br />.5/50.2 <br />?5' <br />" <br />Factored shearline force (Ibs) <br />Unfactored applied shear load (plf) <br />Factored holddown force (Ibs) <br />0-® <br />Unfactored dead load (plf,lbs) <br />• C Compression force exists <br />Unfactored uplift wind load (plf,lbs) <br />Vertical element required <br />Applied point load or discontinuous shearline force (Ibs) <br />Loads: Directional Case 1 Wind (W); Forces: 0.6W + 0.6D; Flexible distribution <br />Page 25 of 63 <br />