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

I .1%At rkSO$h@1PWaIIS 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw Feb.11,2018 12:21:19 HOLD-DOWN DESIGN(flexible wind design,continued) 7-7 R End 40.00 29.88 2 2144 228 1916 CS14 - 1.0 2490 0.77 ✓ Elem 40.00 33.87 1 313 Refer to upper level Line A A-1 L End 0.12 0.00 Min 2852 259 2593 CMSTC14 - 4867 0.53 A-1 R End 3.88 0.00 Min 2852 259 2593 CMSTC14 - 4867 0.53 A-2 L End 4.13 0.00 1 381 A-2 R End 9.38 0.00 1 510 A-3 L End 9.63 0.00 Min 2686 1589 1097 CMSTC14 - 4867 0.23 A-3 R End 13.13 0.00 Min 2686 639 2047 CMSTC14 - 4867 0.42 A-4 L End 13.38 0.00 1 1677 A-4 R End 26.63 0.00 1 1677 A-5 L End 26.88 0.00 Min 2686 639 2047 CMSTC14 - 4867 0.42 A-5 R End 30.38 0.00 Min 2686 1589 1097 CMSTC14 - 4867 0.23 A-6 L End .30.63 0.00 1 401 A-6 R End 35.88 0.00 1 356 A-7 L End 36.13 0.00 Min 2852 259 2593 CMSTC14 - 4867 0.53 A-7 R End 39.88 0.00 Min 2852 259 2593 CMSTC14 - 4867 0.53 Line F F-1 L End 0.12 30.00 Min 2081 122 1958 CS14 - 1.0 2490 0.79 F-1 R End 4.13 30.00 Min 2081 122 1958 CS14 - 1.0 2490 0.79 F-2 L End 4.38 30.00 1 166 F-2 R End 9.87 30.00 1 166 F-3 L End 30.13 30.00 1 166 F-3 R End 35.63 30.00 1 166 F-4 L End 35.88 30.00 Min 2081 122 1958 CS14 - 1.0 2490 0.79 F-4 R End 39.88 30.00 Min 2081 122 1958 CS14 - 1.0 2490 0.79 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 G-1 L End 10.13 34.00 1 1485 169 1316 MSTC48 - 0 ^2910 0.45 G-1 R End 13.88 34.00 1 1485 169 1316 MSTC48 - 0 "2910 0.45 G-2 L End 14.13 34.00 1 127 G-2 R End 16.88 34.00 1 127 G-3 L End 17.13 34.00 1 1634 254 1380 MSTC48 - 0 "2910 0.47 6-3 R End 22.88 34.00 1 1634 254 1380 MSTC48 - 0 "2910 0.47 G-4 L End 23.13 34.00 1 127 G-4 R End 25.88 34.00 1 127 6-5 L End 26.13 34.00 1 1485 169 1316 MSTC48 - 0 ^2910 0.45 G-5 R End 29.88 34.00 1 1485 169 1316 MSTC48 - 0 ^2910 0.45 ✓ 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 3 Tensile ASD Line- Location[ft] Load Holddown Force[lbs] Cap Crit Wall Positn X Y Case Shear Dead Uplift Cmb'd Hold-down [lbs] Resp. Line 2 2-1 L End 0.00 0.12 2 430 852 2-1 R End 0.00 23.38 2 439 1032 2-2 L End 0.00 23.63 1 378 2-2 R End 0.00 33.87 1 313 Line 4 4-1 .L End 19.50 0.12 1 594 657 4-1 R End 19.50 18.13 1 622 657 Line 5 5-1 L End 20.50 0.12 1 594 657 5-1 R End 20.50 18.13 1 622 657 Line 7 7-1 L End 40.00 0.12 2 430 852 7-1 R End 40.00 23.38 2 439 1032 7-2 L End 40.00 23.63 1 378 7-2 R End 40.00 33.87 1 313 Line A A-1 L End 0.12 0.00 2 1017 144 873 CS16 - 1.0 1705 0.51 A-1 R End 3.88 0.00 2 1017 144 873 CS16 - 1.0 1705 0.51 A-2 L End 4.13 0.00 1 222 A-2 R End 9.38 0.00 1 352 30