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

WOOdWOPkS®$fl@1PW1��S 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw Feb.11,2018 12:21:19 HOLD-DOWN DESIGN(flexible wind design,continued) F-1 R End 9.87 30.00 2 852 310 543 HTT5 (26-1 4670 0.12 F-2 L End 10.13 30.00 1 144 F-2 R End 19.88 30.00 1 144 F-3 L End 20.13 30.00 1 144 F-3 R End 29.88 30.00 1 144 F-4 L End 30.13 30.00 2 852 310 543 HTT5 (26-1 4670 0.12 ✓ Elem 35.63 30.00 1 166 Refer to upper level F-4 L End 35.88 30.00 2 2081 122 1958 HTT5 (26-1 4670 0.42 F-4 R End 39.88 30.00 2 2933 266 2667 HTT5 (26-1 4670 0.57 Line G ✓ Elem 0.12 34.00 1 1152 115 1036 Refer to upper level ✓ Elem 3.88 34.00 1 1152 115 1036 Refer to upper level ✓ Elem 4.13 34.00 1 58 Refer to upper level ✓ Elem 5.88 34.00 1 58 Refer to upper level ✓ Elem 6.13 34.00 1 1152 115 1036 Refer to upper level ✓ Elem 9.87 34.00 1 1152 1411 Refer to upper level ✓ Elem 10.13 34.00 1 1485 169 1316 Refer to upper level ✓ Elem 13.88 34.00 1 1485 169 1316 Refer to upper level ✓ Elem 14.13 34.00 1 127 Refer to upper level ✓ Elem 16.88 34.00 1 127 Refer to upper level ✓ Elem 17.13 34.00 1 1634 254 1380 Refer to upper level ✓ Elem 22.88 34.00 1 1634 254 1380 Refer to upper level ✓ Elem 23.13 34.00 1 127 Refer to upper level ✓ Elem 25.88 34.00 1 127 Refer to upper level ✓ Elem 26.13 34.00 1 1485 169 1316 Refer to upper level ✓ Elem 29.88 34.00 1 1485 169 1316 Refer to upper level ✓ Elem 30.13 34.00 1 1152 1411 Refer to upper level ✓ Elem 33.87 34.00 1 1152 115 1036 Refer to upper level ✓ Elem 34.13 34.00 1 58 Refer to upper level ✓ Elem 35.88 34.00 1 58 Refer to upper level ✓ Elem 36.13 34.00 1 1152 115 1036 Refer to upper level ✓ Elem 39.88 34.00 1 1152 115 1036 Refer to upper level Level 2 Tensile ASD Line- Location[ft] Load Holddown Force Elba] Cap Crit Wall Posirn X Y Case Shear Dead Uplift Cmb'd Hold-down [lbs] Resp. Line 2 2-1 L End 0.00 0.12 2 2426 1065 1360 CMSTC14 - 4667 0.28 2-1 R End 0.00 3.63 2 2019 214 1805 CMSTC14 - 4867 0.37 2-2 L End 0.00 8.13 2 1749 185 1564 CMSTC14 - 4867 0.32 2-2 R End 0.00 11.13 2 1769 185 1584 CMSTC14 - 4867 0.33 2-3 L End 0.00 11.38 1 100 2-3 R End 0.00 12.88 1 100 2-4 L End 0.00 17.63 1 86 2-4 R End 0.00 18.88 1 86 2-5 L End 0.00 19.12 1 214 2-5 R End 0.00 22.63 1 214 2-6 L End 0.00 22.88 1 185 ✓ Elem 0.00 23.38 2 439 1032 Refer to upper level ✓ Elem 0.00 23.63 1 378 Refer to upper level 2-6 R End 0.00 25.88 1 185 2-7 L End 0.00 26.13 2 2120 228 1892 CMSTC14 - 3245 0.58 2-7 R End 0.00 29.88 2 2144 228 1916 CS14 - 1.0 2490 0.77 ✓ Elem 0.00 33.87 1 313 Refer to upper level Line 4 4-1 L End 19.50 0.12 1 1638 1248 389 CS16 - 1.0 1705 0.23 4-1 R End 19.50 18.13 1 1665 1248 417 CS16 - 1.0 1705 0.24 Line 5 5-1 L End 20.50 0.12 1 1638 1248 389 CS16 - 1.0 1705 0.23 5-1 R End 20.50 18.13 1 1665 1248 417 CS16 - 1.0 1705 0.24 Line 7 7-1 L End 40.00 0.12 2 2426 1065 1360 CMSTC14 - 4867 0.28 7-1 R End 40.00 3.63 2 2019 214 1805 CMSTC14 - 4867 0.37 7-2 L End 40.00 8.13 2 1749 185 1564 CMSTC14 - - 4867 0.32 7-2 R End 40.00 11.13 2 1769 185 1584 CMSTC14 - 4867 0.33 7-3 L End 40.00 11.38 1 100 7-3 R End 40.00 12.88 1 100 7-4 L End 40.00 17.63 1 86 7-4 R End 40.00 18.88 1 86 7-5 L End 40.00 19.12 1 214 7-5 R End 40.00 22.63 1 214 7-6 L End 40.00 22.88 1 185 ✓ Elem 40.00 23.38 2 439 1032 Refer to upper level ✓ Elem 40.00 23.63 1 378 Refer to upper level 7-6 R End 40.00 25.88 1 185 7-7 L End 40.00 26.13 2 2120 228 1892 CS14 - 1.0 2490 0.76 29