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

WoodWorksO ShearWalls 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw Feb.11,2018 12:21:19 HOLD-DOWN DISPLACEMENT(flexible seismic design) Wall, Hold- Uplift Elong/Disp Slippage Shrink Crush+ Total Hold segment Dir down force Manuf Add da Pf da da Extra da Defl lbs In to in lbs in In In in in Lovell Line 2 2-1 S->N HTT5 (26 1809 .113 .000 0.113 - - .015 0.04 0.17 0.04 N->S HTT5 (26 -235 .000 .000 0.000 - - .000 0.00 0.00 0.00 2-3 S->N HTT5 (26 375 .024 .000 0.024 - - .015 0.04 0.08 0.04 N->S HTT5 (26 2991 .147 .000 0.147 - - .015 0.04 0.20 0.10 Line 7 7-1 S->N HTT5 (26 1528 .100 .000 0.100 - - .015 0.04 0.16 0.04 N->S HTT5 (26 -267 .000 .000 0.000 - - .000 0.04 0.04 0.01 7-3 S->N HTT5 (26 342 .023 .000 0.023 - - .015 0.04 0.08 0.04 N->S HTT5 (26 2767 .137 .000 0.137 - - .015 0.04 0.19 0.09 Line A A-1 W->E HTT5 (26 4992 .235 .000 0.235 - - .015 0.04 0.29 0.09 E->W HTT5 (26 4249 .207 .000 0.207 - - .015 0.04 0.26 0.08 A-3 Both HTT5 (26 576 .028 .000 0.028 - - .015 0.04 0.08 0.06 A-5 W->E HTT5 (26 4249 .207 .000 0.207 - - .015 0.04 0.26 0.08 E->W HTT5 (26 4992 .235 .000 0.235 - - .015 0.04 0.29 0.09 Line F F-i W->E HTT5 (26 3097 .145 .000 0.145 - - - .015 0.04 0.20 0.08 E->W HTT5 (26 889 .045 .000 0.045 - - .015 0.04 0.10 0.04 F-4 W->E HTT5 (26 889 .045 .000 0.045 - - .015 0.04 0.10 0.04 E->W HTT5 (26 3097 .145 .000 0.145 - - .015 0.04 0.20 0.08 Wall, Hold- Uplift Elong/Disp Slippage Shrink Crush+ Total Hold segment Dir down force Manuf Add da Pf da da Extra da Defl lbs In in In lbs In in In In in level 2 Line 2 2-1 S->N CMSTC14 2044 .042 .000 0.042 - - .071 0.04 0.15 0.37 N->S CMSTC14 2465 .044 .000 0.044 - - .071 0.04 0.16 0.37 2-2 Both CMSTC14 2162 .039 .000 0.039 - - .071 0.04 0.15 0.42 2-7 S->N CMSTC14 2616 .047 .000 0.047 - - .071 0.04 0.16 0.36 N->S CS14 - 1 2616 .123 .000 0.123 - - .071 0.04 0.23 0.53 Line 4 4-1 Both CS16 - 1 531 .063 .000 0.063 - - .071 0.04 0.17 0.09 Line 5 5-1 Both C316 - 1 331 .050 .000 0.050 - - .071 0.04 0.16 0.08 Line 7 7-1 S->N CMSTC14 1795 .038 .000 0.038 - - .071 0.04 0.15 0.36 N->S CMSTC14 2285 .041 .000 0.041 - - .071 0.04 0.15 0.37 7-2 Both CMSTC14 2005 .036 .000 0.036 - - .071 0.04 0.15 0.41 7-7 Both CS14 - 1 2425 .114 .000 0.114 - - .071 0.04 0.23 0.51 Line A A-1 Both CMSTC14 4584 .082 .000 0.082 - - .071 0.04 0.19 0.43 A-3 W->E CMSTC14 2697 .057 .000 0.057 - - .071 0.04 0.17 0.40 E->W CMSTC14 3842 .071 .000 0.071 - - .071 0.04 0.18 0.44 A-5 W->E CMSTC14 3842 .071 .000 0.071 - - .071 0.04 0.18 0.44 E->W CMSTC14 2697 .057 .000 0.057 - - .071 0.04 0.17 0.40 A-7 Both CMSTC14 4584 .082 .000 0.082 - - .071 0.04 0.19 0.43 Line F F-1 Both CS14 - 1 2008 .094 .000 0.094 - - .071 0.04 0.20 0.43 F-4 Both CS14 - 1 2008 .094 .000 0.094 - - .071 0.04 0.20 0.43 Line G 0-1 Both MSTC48 - 2373 .071 .000 0.071 - - .071 0.04 0.18 0.41 G-3 Both MSTC48 - 2530 .077 .000 0.077 - - .071 0.04 0.19 0.28 G-5 Both MSTC48 - 2373 .071 .000 0.071 - - .071 0.04 0.18 0.41 Wall, Hold- Uplift Elong/Disp Slippage Shrink Crush+ Total Hold segment Dir down force Manuf Add da Pf da da Extra da Defl lbs in in in lbs in in In in in Level 3 Line 2 2-1 S->N CS16 - 1 -421 .000 .000 0.000 - - .000 0.04 0.04 0.01 N->S CS16 - 1 -638 .000 .000 0.000 - - .000 0.04 0.04 0.01 Line 4 4-1 Both CS16 - 1 -91 .000 .000 0.000 - - .000 0.04 0.04 0.02 Line 5 5-1 Both CS16 - 1 -186 .000 .000 0.000 - - .000 0.04 0.04 0.02 Line 7 7-1 S->N CS16 - 1 -490 .000 .000 0.000 - - .000 0.04 0.04 0.01 N->S CS16 - 1 -707 .000 .000 0.000 - - .000 0.04 0.04 0.01 50