2726 W Strawberry Ln & Unit# 2 - Plan

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WoodWorks® Shearwalls 2726 Strawberry.wsw Jul. 21, 2024 11:26:22 Hold-Down and Compression Design (flexible seismic design) Level 1 Tensile Hold-down Line- Location [ft]or Compressive Stud Force [lbs]Cap Crit Wall Posit'n X Y Shear Dead Ev Cmb'd Hold-down [lbs]Resp. Line 1 V Elem 0.00 0.12 0 70 10 80 Compression V Elem 0.00 0.88 0 70 10 80 Compression V Elem 0.00 6.13 0 105 15 120 Compression V Elem 0.00 7.38 0 105 15 120 Compression 1-2 L End 0.00 7.63 2296 504 118 1910 HDU2-SDS 3075 0.62 1-2 L End 0.00 7.63 -2296 840 118 3254 Compression 6562 0.50 1-3 L End 7.00 10.63 0 245 34 279 Compression - 1-3 R End 7.00 13.88 0 245 34 279 Compression - 1-2 R End 0.00 19.38 2296 504 118 1910 HDU2-SDS 3075 0.62 1-2 R End 0.00 19.38 -2296 840 118 3254 Compression 6562 0.50 1-4 L End 0.00 19.63 0 350 49 399 Compression - 1-4 R End 0.00 24.38 0 350 49 399 Compression - Line 4 4-1 L End 40.50 0.12 2251 504 118 1865 HDU2-SDS 3075 0.61 4-1 L End 40.50 0.12 -2251 840 118 3208 Compression 6562 0.49 4-1 R End 40.50 11.88 2251 504 118 1865 HDU2-SDS 3075 0.61 4-1 R End 40.50 11.88 -2251 840 118 3208 Compression 6562 0.49 V Elem 40.50 12.13 0 35 5 40 Compression V Elem 40.50 12.38 0 35 5 40 Compression V Elem 40.50 17.63 0 35 5 40 Compression V Elem 40.50 17.87 0 35 5 40 Compression V Elem 40.50 23.13 0 105 15 120 Compression V Elem 40.50 24.38 0 105 15 120 Compression Line A A-1 L End 0.12 0.00 0 210 29 239 Compression - A-1 R End 2.88 0.00 0 210 29 239 Compression - A-2 L End 3.13 0.00 2027 336 78 1769 HDU2-SDS 3075 0.58 A-2 L End 3.13 0.00 -2026 560 78 2665 Compression 6562 0.41 A-2 R End 10.88 0.00 2027 336 78 1769 HDU2-SDS 3075 0.58 A-2 R End 10.88 0.00 -2026 560 78 2665 Compression 6562 0.41 V Elem 11.13 0.00 0 35 5 40 Compression V Elem 11.38 0.00 0 35 5 40 Compression V Elem 15.63 0.00 0 105 15 120 Compression V Elem 16.88 0.00 0 105 15 120 Compression V Elem 21.13 0.00 0 140 20 160 Compression V Elem 22.88 0.00 0 140 20 160 Compression A-4 L End 23.13 0.00 1675 168 39 1546 HDU2-SDS 3075 0.50 A-4 L End 23.13 0.00 -1675 280 39 1994 Compression 6562 0.30 A-4 R End 26.88 0.00 1675 168 39 1546 HDU2-SDS 3075 0.50 A-4 R End 26.88 0.00 -1675 280 39 1994 Compression 6562 0.30 V Elem 27.13 0.00 0 70 10 80 Compression V Elem 27.88 0.00 0 70 10 80 Compression V Elem 32.13 0.00 0 175 25 199 Compression V Elem 34.38 0.00 0 175 25 199 Compression V Elem 39.63 0.00 0 70 10 80 Compression V Elem 40.38 0.00 0 70 10 80 Compression Line C C-1 L End 0.12 24.50 0 350 49 399 Compression - C-1 L Op 1 4.88 24.50 0 350 49 399 Compression - C-2 L End 10.13 24.50 1580 168 39 1451 HDU2-SDS 3075 0.47 C-2 L End 10.13 24.50 -1579 280 39 1899 Compression 6562 0.29 C-2 R End 13.88 24.50 1580 168 39 1451 HDU2-SDS 3075 0.47 C-2 R End 13.88 24.50 -1579 280 39 1899 Compression 6562 0.29 V Elem 14.13 24.50 0 35 5 40 Compression V Elem 14.38 24.50 0 35 5 40 Compression C-3 R Op 1 19.63 24.50 0 420 59 479 Compression - C-3 L Op 2 25.38 24.50 0 420 59 479 Compression - V Elem 28.63 24.50 0 35 5 40 Compression V Elem 28.88 24.50 0 35 5 40 Compression C-4 L End 29.13 24.50 1911 336 78 1653 HDU2-SDS 3075 0.54 C-4 L End 29.13 24.50 -1911 560 78 2549 Compression 6562 0.39 C-4 R End 36.88 24.50 1911 336 78 1653 HDU2-SDS 3075 0.54 C-4 R End 36.88 24.50 -1911 560 78 2549 Compression 6562 0.39 C-5 L End 37.13 24.50 0 245 34 279 Compression - C-5 R End 40.38 24.50 0 245 34 279 Compression - Legend: Line-Wall: At wall or opening – Shearline and wall number 18 2726 W Strawberry Ln & Unit# 23/17/2025