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

WOOCIWOPI(S®Sh@1PW1IIS 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw Feb.11,2018 12:21:19 HOLD-DOWN DESIGN(flexible seismic design,continued) 7-7 R End 40.00 29.88 2457 228 47 2276 CS14 - 1.0 2490 0.91 V Elem 40.00 33.87 313 Refer to upper level Line A A-1 L End 0.12 0.00 4456 259 54 4250 CMSTC14 - 4867 0.87 A-1 R End 3.88 0.00 4456 259 54 4250 CMSTC14 - 4867 0.87 A-2 L End 4.13 0.00 381 A-2 R End. 9.38 0.00 510 A-3 L End 9.63 0.00 4196 1589 329 2936 CMSTC14 - 4867 0.60 A-3 R End 13.13 0.00 4196 639 132 3689 CMSTC14 - 4867 0.76 A-4 L End 13.38 0.00 1677 A-4 R End 26.63 0.00 1677 A-5 L End 26.88 0.00 4196 639 132 3689 CMSTC14 - 4867 0.76 A-5 R End 30.38 0.00 4196 1589 329 2936 CMSTC14 - 4867 0.60 A-6 L End 30.63 0.00 401 A-6 R End 35.88 0.00 356 A-7 L End 36.13 0.00 4456 259 54 4250 CMSTC14 - 4867 0.87 A-7 R End 39.88 0.00 4456 259 54 4250 CMSTC14 - 4867 0.87 Line F F-1 L End 0.12 30.00 1962 122 25 1864 CS14 - 1.0 2490 0.75 F-1 R End 4.13 30.00 1962 122 25 1864 CS14 - 1.0 2490 0.75 F-2 L End 4.38 30.00 166 F-2 R End 9.87 30.00 166 F-3 L End 30.13 30.00 166 F-3 R End 35.63 30.00 166 F-4 L End 35.88 30.00 1962 122 25 1864 CS14 - 1.0 2490 0.75 F-4 R End 39.88 30.00 1962 122 25 1864 CS14 - 1.0 2490 0.75 Line G ✓ Elem 0.12 34.00 1670 115 24 1578 Refer to upper level ✓ Elem 3.88 34.00 1670 115 24 1578 Refer to upper level ✓ Elem 4.13 34.00 58 Refer to upper level ✓ Elem 5.88 34.00 58 Refer to upper level ✓ Elem 6.13 34.00 1670 115 24 1578 Refer to upper level ✓ Elem 9.87 34.00 1670 1411 292 550 Refer to upper level G-1 L End 10.13 34.00 2345 169 35 2210 MSTC48 - 0 ^2910 0.76 G-1 R End 13.88 34.00 2345 169 35 2210 MSTC48 - 0 ^2910 0.76 G-2 L End 14.13 34.00 127 G-2 R End 16.88 34.00 127 5-3 L End 17.13 34.00 2580 254 53 2379 MSTC48 - 0 ^2910 0.82 G-3 R End 22.88 34.00 2580 254 53 2379 MSTC48 - 0 ^2910 0.82 G-4 L End 23.13 34.00 127 G-4 R End 25.88 34.00 127 G-5 L End 26.13 34.00 2345 169 35 2210 MSTC48 - 0 ^2910 0.76 5-5 R End 29.88 34.00 2345 169 35 2210 MSTC48 - 0 ^2910 0.76 ✓ Elem 30.13 34.00 1670 1411 292 550 Refer to upper level ✓ Elem 33.87 34.00 1670 115 24 1578 Refer to upper level ✓ Elem 34.13 34.00 58 Refer to upper level ✓ Elem 35.88 34.00 58 Refer to upper level ✓ Elem 36.13 34.00 1670 115 24 1578 Refer to upper level ✓ Elem 39.88 34.00 1670 115 24 1578 Refer to upper level Level 3 Tensile ASD Line- Location[ft] Hoiddown Force[lbs] Cap Crit Wall Posifn X Y Shear Dead Ev Cmb'd Hold-down [lbs] Resp. Line 2 2-1 L End 0.00 0.12 551 852 2-1 R End 0.00 23.38 551 1032 2-2 L End 0.00 23.63 378 2-2 R End 0.00 33.87 313 Line 4 4-1 L End 19.50 0.12 637 657 136 116 CS16 - 1.0 1705 0.07 4-1 R End 19.50 18.13 637 657 136 116 CS16 - 1.0 1705 0.07 Line 5 5-1 L End 20.50 0.12 551 657 136 30 CS16 - 1.0 1705 0.02 5-1 R End 20.50 18.13 551 657 136 30 CS16 - 1.0 1705 0.02 Line 7 7-1 L End 40.00 0.12 487 852 7-1 R End 40.00 23.38 487 1032 7-2 L End 40.00 23.63 378 7-2 R End 40.00 33.87 313 Line A A-1 L End 0.12 0.00 1452 144 30 1338 CS16 - 1.0 1705 0.78 A-1 R End 3.88 0:00 1452 144 30 1338 CS16 - 1.0 1705 0.78 A-2 L End 4.13 0.00 222 A-2 R End 9.38 0.00 352 44