2119 LOMBARD AVE 2023-05-30 - Laserfiche WebLink

WoodWorks® Shearwalls Youngblut.wsw Jun. 10, 2021 16:51:09 HOLD-DOWN DESIGN(flexible seismic design) Level 1 Tensile ASD Line- Location[ft] Holddown Force[Ibs] Cap Crit Wall Posit'n X Y Shear Dead Ev Cmb'd Hold-down [Ibs] Resp. Line 1 1-1 L End 0.00 1.13 254 1144 ✓ Elem 0.00 11.13 358 576 Refer to upper level 1-1 R End 0.00 34.88 612 1442 Line 2 2-1 L End 10.00 1.13 602 293 43 353 1/2 AB 3300 0.11 2-1 R End 10.00 7.38 602 428 64 238 1/2 AB 3300 0.07 2-1 R Op 1 10.00 10.63 158 2--1 R End 10.00 10.88 23 Line 4 4-1 L End 33.00 0.12 18 4-1 I. Op 1 33.00 0.63 246 4-1 L End 33.00 10.38 391 822 ✓ Elem 33.00 11.13 415 498 Refer to upper level. ✓ Elem 33.00 31.63 415 558 Refer to upper level ✓ Elem 33.00 34.38 78 Refer to upper level. 4-1 R End 33.00 34.88 391 612 Line A A-2 L Op 1 -0.12 0.00 42949672 96 A-2 L End 0.12 0.00 42949672 96 A-1 L End 0.12 1.00 211 211 1/2 AB 3300 0.06 A-1 R End 9.87 1.00 211 240 36 7 1/2 AB 3300 0.00 A-2 L Op 1 20.13 0.00 288 A-2 R Op 1 32.38 0.00 306 A-2 R End 32.88 0.00 18 Line B B-1. L End. 0.12 11.00 1214 2453 B t @ Op 2 9.75 11.00 0 8-1 R End 9.87 11.00 403 420 62 45 1/2 AB 3300 0.01. B t @ Op 2 10.00 11.00 0 5-2 L End 10.13 11.00 500 399 59 160 1/2 AB 3300 0.05 B-1 t: @ Op 2 12.75 11.00 150 8-1 t @ Op 2 16.00 11.00 150 150 1/2 AB 3300 0.05 B- ' R End 19.38 11.00 500 399 59 160 1/2 AB 3300 i0.G`, B L End 19.63 11.00 400 567 B R End 32.88 11.00 1211 2746 Line C C-1 L End 0.12 35.00 204 ✓ Elem 1.88 35.00 266 2308 Refer to upper level C t @ Op 2 7.00 35.00 271 271 1/2 AB 3300 0.08 C-1 t @ Op 2 18.13 35.00 2143 1415 210 1544 1/2 AB 3300 0.47 C-1 R End 22.88 35.00 2085 806 120 1563 1/2 AB 3300 0.47 C t @ Op 3 23.50 35.00 151 151 1/2 AB 3300 0.05 C t @ Op 3 29.50 35.00 151 151 1/2 AB 3300 0.05 ✓ Elem 31.13 35.00 324 1675 ✓ Elem 32.38 35.00 195 Refer to upper level C-1 R End 32.88 35.00 129 Level 2 Tensile ASD Line- Location[ft] Holddown Force[Ibs] Cap Crit Wall Posit'n X Y Shear Dead Ev Cmb'd Hold-down [Ibs] Resp. Line 1 _-_ L End 0.00 11.13 358 576 1 R. End 0.00 34.88 358 576 Line 4 4-1 L End 33.00 11.13 415 498 4-1 R End 33.00 31.63 415 558 4-i R Op 1 33.00 34.38 78 4-1 R End 33.00 34.88 18 Line B B-1 L End 0.12 11.00 811 2033 B-1 R End 32.88 11.00 811 2179 Line C C-1 L End 0.12 35.00 120 C-1 L Op 3 1.88 35.00 420 C-1 L End 7.13 35.00 391 1665 C-1 R End 29.63 35.00 391 1515 C-1 R Op 3 32.38 35.00 195 12