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WoodWorks® Shearwalls 2726 Strawberry.wsw Jul. 21, 2024 11:26:22 <br />Hold-Down and Compression Design (flexible wind design) <br />Level 1 Tensile Hold-down <br />Line- Location [ft] Load or Compressive Stud Force [lbs]Cap Crit <br />Wall Posit'n X Y Case Shear Dead Uplift Cmb'd Hold-down [lbs]Resp. <br />Line 1 <br />V Elem 0.00 0.12 1 0 70 70 Compression <br />V Elem 0.00 0.88 1 0 70 70 Compression <br />V Elem 0.00 6.13 1 0 105 105 Compression <br />V Elem 0.00 7.38 1 0 105 105 Compression <br />1-2 L End 0.00 7.63 1 2378 504 1874 HDU2-SDS 3075 0.61 <br />1-2 L End 0.00 7.63 1 -2369 840 3209 Compression 6562 0.49 <br />V Elem 7.00 10.63 1 0 245 245 Compression <br />V Elem 7.00 13.88 1 0 245 245 Compression <br />1-2 R End 0.00 19.38 1 2369 504 1865 HDU2-SDS 3075 0.61 <br />1-2 R End 0.00 19.38 1 -2378 840 3218 Compression 6562 0.49 <br />V Elem 0.00 19.63 1 0 350 350 Compression <br />V Elem 0.00 24.38 1 0 350 350 Compression <br />Line 4 <br />4-1 L End 40.50 0.12 1 2404 504 1900 HDU2-SDS 3075 0.62 <br />4-1 L End 40.50 0.12 1 -2387 840 3227 Compression 6562 0.49 <br />4-1 R End 40.50 11.88 1 2387 504 1883 HDU2-SDS 3075 0.61 <br />4-1 R End 40.50 11.88 1 -2404 840 3244 Compression 6562 0.49 <br />V Elem 40.50 12.13 1 0 35 35 Compression <br />V Elem 40.50 12.38 1 0 35 35 Compression <br />V Elem 40.50 17.63 1 0 35 35 Compression <br />V Elem 40.50 17.87 1 0 35 35 Compression <br />V Elem 40.50 23.13 1 0 105 105 Compression <br />V Elem 40.50 24.38 1 0 105 105 Compression <br />Line A <br />V Elem 0.12 0.00 1 0 210 210 Compression <br />V Elem 2.88 0.00 1 0 210 210 Compression <br />A-2 L End 3.13 0.00 1 1279 336 943 HDU2-SDS 3075 0.31 <br />A-2 L End 3.13 0.00 1 -1279 560 1839 Compression 6562 0.28 <br />A-2 R End 10.88 0.00 1 1279 336 943 HDU2-SDS 3075 0.31 <br />A-2 R End 10.88 0.00 1 -1279 560 1839 Compression 6562 0.28 <br />V Elem 11.13 0.00 1 0 35 35 Compression <br />V Elem 11.38 0.00 1 0 35 35 Compression <br />V Elem 15.63 0.00 1 0 105 105 Compression <br />V Elem 16.88 0.00 1 0 105 105 Compression <br />V Elem 21.13 0.00 1 0 140 140 Compression <br />V Elem 22.88 0.00 1 0 140 140 Compression <br />A-4 L End 23.13 0.00 1 1057 168 889 HDU2-SDS 3075 0.29 <br />A-4 L End 23.13 0.00 1 -1057 280 1337 Compression 6562 0.20 <br />A-4 R End 26.88 0.00 1 1057 168 889 HDU2-SDS 3075 0.29 <br />A-4 R End 26.88 0.00 1 -1057 280 1337 Compression 6562 0.20 <br />V Elem 27.13 0.00 1 0 70 70 Compression <br />V Elem 27.88 0.00 1 0 70 70 Compression <br />V Elem 32.13 0.00 1 0 175 175 Compression <br />V Elem 34.38 0.00 1 0 175 175 Compression <br />V Elem 39.63 0.00 1 0 70 70 Compression <br />V Elem 40.38 0.00 1 0 70 70 Compression <br />Line C <br />V Elem 0.12 24.50 1 0 350 350 Compression <br />V Elem 4.88 24.50 1 0 350 350 Compression <br />C-2 L End 10.13 24.50 1 997 168 829 HDU2-SDS 3075 0.27 <br />C-2 L End 10.13 24.50 1 -996 280 1276 Compression 6562 0.19 <br />C-2 R End 13.88 24.50 1 997 168 829 HDU2-SDS 3075 0.27 <br />C-2 R End 13.88 24.50 1 -996 280 1276 Compression 6562 0.19 <br />V Elem 14.13 24.50 1 0 35 35 Compression <br />V Elem 14.38 24.50 1 0 35 35 Compression <br />V Elem 19.63 24.50 1 0 420 420 Compression <br />V Elem 25.38 24.50 1 0 420 420 Compression <br />V Elem 28.63 24.50 1 0 35 35 Compression <br />V Elem 28.88 24.50 1 0 35 35 Compression <br />C-4 L End 29.13 24.50 1 1205 336 869 HDU2-SDS 3075 0.28 <br />C-4 L End 29.13 24.50 1 -1205 560 1765 Compression 6562 0.27 <br />C-4 R End 36.88 24.50 1 1205 336 869 HDU2-SDS 3075 0.28 <br />C-4 R End 36.88 24.50 1 -1205 560 1765 Compression 6562 0.27 <br />V Elem 37.13 24.50 1 0 245 245 Compression <br />V Elem 40.38 24.50 1 0 245 245 Compression <br /> <br />Legend: <br />Line-Wall: <br /> At wall or opening – Shearline and wall number <br />11 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025