3317 RUCKER AVE C D 2020-07-15 - Laserfiche WebLink

WoodWorks®$I1@aPWaIIS 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw Feb.11,2018 12:21:19 HOLD-DOWN DESIGN(flexible seismic design) Level 1 Tensile ASD Line- Location[ft] Holddown Force[lbs] Cap Crit Wall Positn X Y Shear Dead Ev Cmb'd Hold-down [lbs] Resp. Line 2 2-1 L End 0.00 0.12 3867 2026 419 2260 HTT5 (26-1 4670 0.48 ✓ Elem 0.00 3.63 2477 214 44 2307 Refer to upper level ✓ Elem 0.00 8.13 2171 185 38 2024 Refer to upper level ✓ Elem 0.00 11.13 2171 185 38 2024 Refer to upper level ✓ Elem 0.00 11.38 100 Refer to upper level ✓ Elem 0.00 12.88 100 Refer to upper level 2-1 R End 0.00 17.38 839 961 199 77 HTT5 (26-1 4670 0.02 2-2 L End 0.00 17.63 305 ✓ Elem 0.00 18.88 86 Refer to upper level V Elem 0.00 19.12 214 Refer to upper level 2-2 R End 0.00 21.38 220 2-3 L End 0.00 21.63 853 467 97 482 HTT5 (26-1 4670 0.10 ✓ Elem 0.00 22.63 214 Refer to upper level ✓ Elem 0.00 22.88 185 Refer to upper level ✓ Elem 0.00 23.38 551 1032 Refer to upper level ✓ Elem 0.00 23.63 378 Refer to upper level ✓ Elem 0.00 25.88 185 Refer to upper level ✓ Elem 0.00 26.13 2630 228 47 2450 Refer to upper level 2-3 R End 0.00 29.88 3483 695 144 2932 HTT5 (26-1 4670 0.63 ✓ Elem 0.00 33.87 313 Refer to upper level Line 4 ✓ Elem 19.50 0.12 1852 1248 258 862 Refer to upper level ✓ Elem 19.50 18.13 1852 1248 258 862 Refer to upper level Line 5 V Elem 20.50 0.12 1669 1248 258 679 Refer to upper level ✓ Elem 20.50 18.13 1669 1248 258 679 Refer to upper level Line 7 7-1 L End 40.00 0.12 3611 2026 419 2004 HTT5 (26-1 4670 0.43 ✓ Elem 40.00 3.63 2313 214 44 2144 Refer to upper level ✓ Elem 40.00 8.13 2027 185 38 1880 Refer to upper level ✓ Elem 40.00 11.13 2027 185 38 1880 Refer to upper level ✓ Elem 40.00 11.38 100 Refer to upper level ✓ Elem 40.00 12.88 100 Refer to upper level 7-1 R End 40.00 17.38 810 961 199 48 HTT5 (26-1 4670 0.01 7-2 L End 40.00 17.63 305 ✓ Elem 40.00 18.88 86 Refer to upper level ✓ Elem 40.00 19.12 214 Refer to upper level 7-2 R End 40.00 21.38 220 7-3 L End 40.00 21.63 823 467 97 453 HTT5 (26-1 4670 0.10 ✓ Elem 40.00 22.63 214 Refer to upper level ✓ Elem 40.00 22.88 185 Refer to upper level ✓ Elem 40.00 23.38 487 1032 Refer toupper level ✓ Elem 40.00 23.63 378 Refer to upper level ✓ Elem 40.00 25.88 185 Refer to upper level ✓ Elem 40.00 26.13 2457 228 47 2276 Refer to upper level 7-3 R End 40.00 29.88 3279 695 144 2728 HTT5 (26-1 4670 0.58 ✓ Elem 40.00 33.87 313 Refer to upper level Line A A-1 L End 0.12 0.00 5079 490 101 4691 HTT5 (26-1 4670 1.00 ✓ Elem 3.88 0.00 4456 259 54 4250 Refer to upper level ✓ Elem 4.13 0.00 381 Refer to upper level ✓ Elem 9.38 0.00 510 Refer to upper level ✓ Elem 9.63 0.00 4196 1589 329 2936 Refer to upper level A-1 R End 13.13 0.00 4819 869 180 4130 HTT5 (26-1 .4670 0.88 A-2 L End 13.38 0.00 1742 A-2 R End 16.88 0.00 65 A-3 L End 17.13 0.00 638 104 22 556 HTT5 (26-1 4670 0.12 A-3 R End 22.88 0.00 638 104 22 556 HTT5 (26-1 4670 0.12 A-4 L End 23.13 0.00 65 A-4 R End 26.63 0.00 1742 A-5 L End 26.88 0.00 4819 869 180 4130 HTT5 (26-1 4670 0.88 ✓ Elem 30.38 0.00 4196 1589 329 2936 Refer to upper level ✓ Elem 30.63 0.00 401 Refer to upper level ✓ Elem 35.88 0.00 356 Refer to upper level ✓ Elem 36.13 0.00 4456 259 54 4250 Refer to upper level A-5 R End 39.88 0.00 5079 490 101 4691 HTT5 (26-1 4670 1.00 Line F F-1 L End 0.12 30.00 3110 266 55 2899 HTT5 (26-1 4670 0.62 ✓ Elem 4.13 30.00 1962 122 25 1864 Refer to upper level V.Elem 4.38 30.00 166 Refer to upper level 42