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WoodWorks® Shearwalls Youngblut.wsw Jun. 10, 2021 16:51:09 <br /> HOLD-DOWN DESIGN(flexible wind design) <br /> Level 1 Tensile ASD <br /> Line- Location[ft] Load Hoiddown Force[Ws] Cap Crit <br /> Wall Posit'n X Y Case Shear Dead Uplift Cmb'd Hold-down [Ms] Resp. <br /> Line 1 <br /> 1-1 L End 0.00 1.13 Min 403 1144 <br /> ✓ Elem 0.00 11.13 Min 576 576 Refer to upper. level. <br /> 1-1 R End 0.00 34.88 Min 979 1442 <br /> Line 2 <br /> 2-1 L End 10.00 1.13 Min 1829 293 1537 1/2 AB 3300 0.4 <br /> 2-1 R End 10.00 7.38 Min 1829 428 1402 1/2 AB 3300 0.42 <br /> 2-1 R Op 1 10.00 10.63 1 158 <br /> 2-1 R End 10.00 10.88 1 23 <br /> Line 4 <br /> 4-1 L End 33.00 0.12 1 18 <br /> 4-1 L Op 1 33.00 0.63 1 246 <br /> 4-1 L End 33.00 10.38 Min 726 822 <br /> ✓ Elem 33.00 11.13 Min 667 498 169 Refer to upper level <br /> ✓ Elem 33.00 31.63 Min 667 558 109 Refer to upper level <br /> ✓ Elem 33.00 34.38 78 Refer to upper. level. <br /> 4-1 R. End 33.00 34.88 Min 726 612 114 1/2 AB 3300 0.03 <br /> Line A <br /> A-2 L Op 1 -0.12 0.00 1 429496 <br /> 7296 <br /> A-1 L End 0.12 1.00 Min 619 619 1/2 AB 3300 0.19 <br /> A-2 L End • 0.12 0.00 429496 <br /> 7296 <br /> A-1 R End 9.87 1.00 Min 619 240 379 1/2 AB 3300 0.11 <br /> A-2 L Op 1 20.13 0.00 1 288 <br /> A-2 R Op 1 32.38 0.00 1 306 <br /> A-2 R End 32.88 0.00 1 18 <br /> Line B <br /> B-1 L End 0.12 11.00 Min 1559 2453 <br /> B @ Op 9.75 11.00 Min 0 <br /> 2 <br /> B-1 R End 9.87 11.00 Min 726 420 306 1/2 AB 3300 0.09 <br /> B • Op 10.00 11.00 Min 0 <br /> B-2 L End 10.13 11.00 Min 901 399 502 1/2 AB 3300 0.15 <br /> B-2 t 8 Op 12.88 11.00 Min 154 154 1/2 AB 3300 0.05 <br /> 1 <br /> B-2 i 8 Op 16.13 11.00 Mtn 154 <br /> B-2 R End 19.38 11.00 M:.n 901 399 502 1/2 AB 3300 0.1.5 <br /> 8-3 L End 19.63 11.00 Min 721 567 154 1/2 AB 3300 0.05 <br /> B-3 R End 32.88 11.00 Min 1554 2746 <br /> Line C <br /> C-1 L End 0.1.2 35.00 1 204 <br /> C-1 t @ C'�' 1.88 35.00 Min 274 2308 Refer to upper level <br /> 2 <br /> @ Op 7.00 35.00 Min 280 280 1/2 AB 3300 0.cu. <br /> C:-1 18.13 Op18.13 35.00 Min 3182 1415 2391 1/2 AB 3300 0.72 <br /> 2 <br /> C-1 t 8 Op 35.00 Min 169 <br /> C-1 R End 22.88 35.00 Min 3122 806 2485 1/2 AB 3300 0.75 <br /> 3 @ Op 23.50 35.00 Min 155 155 1/2 AB 3300 0.05 <br /> t @ up 29.50 35.00 Min 1.55 <br /> 3 <br /> ✓ Elem 31.13 35.00 Min 330 11b <br /> ✓ Elem 32.38 35.00 1 195 Refer to upper. level <br /> C-1 R End 32.88 35.00 1 129 <br /> Level 2 Tensile ASD <br /> Line- Location[ft] Load Hoiddown Force[Ibs] Cap Crit <br /> Wall Posit'n X Y Case Shear Dead Uplift Cmb'd Hold-down [Ws] Resp. <br /> Line 1 <br /> 1-1 L End 0.00 11.13 Min 576 576 <br /> 1-1 P. End 0.00 34.88 Min 576 576 <br /> Line 4 <br /> 4-1 L End 33.00 11.13 Min 667 498 169 Plate 1152 0.15 <br /> 4-1 R End 33.00 31.6:3 Min 667 558 109 Plate 1152 0.09 <br /> 8 <br />