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WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN <br />WoodWorks® Shearwalls 20232726 Strawberry.wsw July 21, 2024 12:03:29 <br />-5'0'5'10'15'20'25'30'35'40'45' <br />-10' <br />-5' <br />0' <br />5' <br />10' <br />15' <br />20' <br />25' <br />30' <br />D-1 <br />A-1 <br />1- <br />1 <br />1- <br />3 <br />1- <br />2 <br />A-3A-2 <br />D-3D-2 D-5D-4 <br />A-5A-4 <br />3- <br />1 <br />7- <br />1 <br />B-2 <br />6- <br />1 <br />5- <br />1 <br />C-1 <br />B-1 <br />C-2 <br />4- <br />1 <br />2- <br />1 <br />8- <br />2 <br />8- <br />1 <br />371 27 188 77 81 77 81 371 <br />63.5 <br />92.7100.4 100.4 100.4100.4100.4 100.4 121.2121.2 ~ 121.9136.9 ~ 137.2121.8 ~ 122.6122.6 ~ 126.1126.1 ~ 129.0129.0 ~ 132.2132.2132.2 ~ 125.8125.8 ~ 120.8 <br />99.261 <br />43 <br />6 <br />17 <br />7 <br />18 <br />1 <br />43 <br />6 <br />46 <br />49 <br />. <br />6 <br />15 <br />0 <br />. <br />0 <br />14 <br />5 <br />. <br />0 <br /> <br />~ <br /> <br />1 <br />4 <br />7 <br />. <br />9 <br />14 <br />7 <br />. <br />9 <br /> <br />~ <br /> <br />1 <br />5 <br />5 <br />. <br />7 <br />15 <br />5 <br />. <br />7 <br /> <br />~ <br /> <br />1 <br />5 <br />9 <br />. <br />3 <br />15 <br />1 <br />. <br />6 <br /> <br />~ <br /> <br />1 <br />5 <br />2 <br />. <br />4 <br />15 <br />2 <br />. <br />4 <br /> <br />~ <br /> <br />1 <br />5 <br />4 <br />. <br />5 <br />15 <br />4 <br />. <br />5 <br /> <br />~ <br /> <br />1 <br />5 <br />4 <br />. <br />9 <br />15 <br />4 <br />. <br />9 <br /> <br />~ <br /> <br />1 <br />5 <br />2 <br />. <br />4 <br />16 <br />0 <br />. <br />0 <br /> <br />~ <br /> <br />1 <br />5 <br />5 <br />. <br />0 <br />15 <br />5 <br />. <br />0 <br /> <br />~ <br /> <br />1 <br />4 <br />5 <br />. <br />7 <br />13 <br />8 <br />. <br />0 <br /> <br />~ <br /> <br />1 <br />3 <br />7 <br />. <br />3 <br />14 <br />4 <br />. <br />2 <br />43 <br />. <br />8 <br />2199 <br />163 <br />4 <br />182 <br />6 <br />2073 1714 <br />1526 <br />20 <br />6 <br />7 <br />191 <br />0 <br />22 <br />0 <br />5 <br />186 <br />5 <br />Loads: Seismic (Qe); Forces: 0.7E + 0.6D; E = pQe + 0.2 Sds D; p(NS) = 1.0; p(EW) = 1.0; Sds = 1.0; Flexible distribution <br />Vertical element required <br />C Factored compression force (lbs) <br />Factored hold-down force (lbs) <br />Factored shearline force (lbs) <br />Applied point load or discontinuous shearline force (lbs) <br />Unfactored dead load (plf,lbs) <br />Unfactored applied shear load (plf) <br />Level 1 of 1 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025