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

Woodworks®ShearWalls 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw Feb.11,2018 12:21:19 MWFRS HOLD-DOWN DISPLACEMENT(flexible wind design) These displacements are used to determine deflections for force distribution Wall, Hold- Uplift Elong/Dlsp 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 Lovell Line 2 2-1 S->N HTT5 (26 1163 .029 .000 0.029 - - .015 0.04 0.08 0.02 N->S HTT5 (26 -183 .000 .000 0.000 - - .000 0.04 0.04 0.01 2-3 S->N HTT5 (26 309 .008 .000 0.008 - - .015 0.04 0.06 0.03 N->S HTT5 (26 2238 .056 .000 0.056 - - .015 0.04 0.11 0.05 Line 7 7-1 S->N HTT5 (26 1163 .029 .000 0.029 - - .015 0.04 0.08 0.02 N->S HTT5 (26 -183 .000 .000 0.000 - - .000 0.04 0.04 0.01 7-3 S->N HTT5 (26 309 .008 .000 0.008 - - .015 0.04 0.06 0.03 N->S HTT5 (26 2238 .056 .000 0.056 - - .015 0.04 0.11 0.05 Line A A-1 W->E HTT5 (26 2818 .070 .000 0.070 - - .015 0.04 0.12 0.04 E->W HTT5 (26 2272 .056 .000 0.056 - - .015 0.04 0.11 0.03 A-3 Both HTT5 (26 362 .009 .000 0.009 - - .015 0.04 0.06 0.04 A-5 W->E HTT5 (26 2272 .056 .000 0.056 - - .015 0.04 0.11 0.03 E->W HTT5 (26 2818 .070 .000 0.070 - - .015 0.04 0.12 0.04 Line F F-i W->E HTT5 (26 1877 .047 .000 0.047 - - .015 0.04 0.10 0.04 E->W HTT5 (26 543 .013 .000 0.013 - - .015 0.04 0.07 0.03 F-4 W->E HTT5 (26 1958 .049 .000 0.049 - - .015 0.04 0.10 0.04 E->W HTT5 (26 2667 .066 .000 0.066 - - .015 0.04 0.12 0.05 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 1360 .026 .000 0.026 - - .071 0.04 0.14 0.33 N->S CMSTC14 1805 .035 .000 0.035 - - .071 0.04 0.15 0.35 2-2 S->N CMSTC14 1564 .030 .000 0.030 - - .071 0.04 0.14 0.39 N->S CMSTC14 1584 .031 .000 0.031 - - .071 0.04 0.14 0.39 2-7 S->N CMSTC14 1892 .036 .000 0.036 - - .071 0.04 0.15 0.33 N->S CS14 - 1 1916 .096 .000 0.096 - - .071 0.04 0.21 0.47 Line 4 4-1 S->N CS16 - 1 389 .029 .000 0.029 - - .071 0.04 0.14 0.07 N->S CS16 - 1 417 .031 .000 0.031 - - .071 0.04 0.14 0.07 Line 5 5-1 S->N CS16 - 1 389 .029 .000 0.029 - - .071 0.04 0.14 0.07 N->S CS16 - 1 417 .031 .000 0.031 - - .071 0.04 0.14 0.07 Line 7 7-1 S->N CMSTC14 1360 .026 .000 0.026 - - .071 0.04 0.14 0.33 N->S CMSTC14 1805 .035 .000 0.035 - - .071 0.04 0.15 0.35 7-2 S->N CMSTC14 1564 .030 .000 0.030 - - .071 0.04 0.14 0.39 N->S CMSTC14 1584 .031 .000 0.031 - - .071 0.04 0.14 0.39 7-7 S->N CS14 - 1 1892 .095 .000 0.095 - - .071 0.04 0.21 0.46 N->S CS14 - 1 1916 .096 .000 0.096 - - .071 0.04 0.21 0.47 Line A A-1 Both CMSTC14 2593 .050 .000 0.050 - - .071 0.04 0.16 0.36 A-3 W->E CMSTC14 1097 .021 .000 0.021 - - .071 0.04 0.13 0.32 E->W CMSTC14 2047 .039 .000 0.039 - - .071 0.04 0.15 0.36 A-5 W->E CMSTC14 2047 .039 .000 0.039 - - .071 0.04 0.15 0.36 E->W CMSTC14 1097 .021 .000 0.021 - - .071 0.04 0.13 0.32 A-7 Both CMSTC14 2593 .050 .000 0.050 - - .071 0.04 0.16 0.36 Line F F-1 Both CS14 - 1 1958 .098 .000 0.098 - - .071 0.04 0.21 0.44 F-4 Both CS14 - 1 1958 .098 .000 0.098 - - .071 0.04 0.21 0.44 LineG G-1 Both MSTC48 - 1316 .043 .000 0.043 - - .071 0.04 0.15 0.35 G-3 Both MSTC48 - 1380 .045 .000 0.045 - - .071 0.04 0.16 0.23 G-5 Both MSTC48 - 1316 .043 .000 0.043 - - .071 0.04 0.15 0.35 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 -422 .000 .000 0.000 - - .000 0.04 0.04 0.01 N->S CS16 - 1 -593 .000 .000 0.000 - - .000 0.04 0.04 0.01 Line 4 36