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WoodWorks® Shearwalls 2352.wsw Feb.20,2023 13:29:46 <br /> SHEAR RESULTS(rigid seismic design) <br /> N-S W For ASD Shear Force[pif] Asp-Cub Allowable Shear[plf] Resp. <br /> Shearlines Gp Dir v vmaxlvft V[ibs] Int Ext Int Ext Co C Cmb V[Ibs] Ratio <br /> Line 1 <br /> Level 2 <br /> Lnl, Lev2 - S->N - - 1068 - - - - - - 2520 - <br /> - N->S - - 1060 - - - - - - 2520 - <br /> Wall 1-2 1 S->N 118.6 - 1068 - 1.0 - 280 - 280 2520 0.42 <br /> 1 N->S 117.8 - 1060 - 1.0 - 280 - 280 2520 0.42 <br /> Level 1 <br /> Lnl, Levl - S->N - - 1430 - - - - - - 2200 - <br /> - N->S - - 1435 - - - - - - 2200 - <br /> Wall 1-1 2 S->N - - 1430 - 1.0 - 550 - - 2200 - <br /> 2 N->S - - 1435 - 1.0 - 550 - - 2200 - <br /> Seg. 1 - Both 0.0 0.0 0 - 1.0 - 550 - 550 - - <br /> Seg. 2 - S->N 357.5 0.0 1430 - 1.0 - 550 - 550 2200 0.65 <br /> - N->S 358.8 0.0 1435 - 1.0 - 550 - 550 2200 0.65 <br /> Line 2 <br /> Level 2 <br /> Ln2, Lev2 - S->N - - 913 - - - - - 3220 - <br /> - N->S - - 922 - - - - - - 3220 - <br /> Wall 2-1 1 S->N - - 913 - 1.0 - 280 - - 3220 - <br /> 1 N->S - - 922 - 1.0 - 280 - 3220 - <br /> Seg. 1 - S->N 165.9 -13.0 498 - 1.0 - 280 - 280 840 0.59 <br /> - N->S 167.7 -13.1 503 - 1.0 - 280 - 280 840 0.60 <br /> Open. 1 - S->N - 164.0 984 - - - 283 - 280 1680 0.59 <br /> - N->S - 165.8 995 - - - 280 - 230 1680 0.59 <br /> Seg. 2 - S->N 165.9 -13.0 415 - 1.0 - 280 - 280 700 0.59 <br /> - N->S 167.7 -13.1 419 - 1.0 - 280 - 280 700 0.60 <br /> Level 1 <br /> Ln2, Levl - S->N - - 1453 - - - - - - 2200 - <br /> - N->S - - 1447 - - - - - - 2200 - <br /> Wall 2-1 2 S->N - - 1453 - 1.0 - 550 - - 2200 - <br /> 2 N->S - - 1447 - 1.0 - 550 - - 2200 - <br /> Seg. 1 - Both 0.0 0.0 0 - 1.0 - 550 - 550 - - <br /> Seg. 2 - S->N 363.1 0.0 1453 - 1.0 - 550 - 550 2200 0.66 <br /> - N->5 361.8 0.0 1447 - 1.0 - 550 - 550 2200 0.66 <br /> E-W W For ASD Shear Force[pit] Asp-Cub Allowable Shear[plf] Resp. <br /> Shearlines Gp Dir v vmax/vft V Fibs] Int Ext Int Ext Co C Cmb V Fibs] Ratio <br /> Line A <br /> Level 2 <br /> LnA, Lev2 - W->E - - 1326 - - - - - - 4034 - <br /> - E->W - - 1330 - - - - - - 4034 - <br /> Wall A-2 1 W->E 120.5 - 1326 - 1.0 - 280 - 280 3080 0.43 <br /> 1 E->W 120.9 - 1330 - 1.0 - 280 - 280 3080 0.43 <br /> Wall A-3 1 Both 0.0 - 0 - .97 - 280 - 273 954 0.00 <br /> Level 1 <br /> LnA, Levl - W->E - - 2077 - - - - - - 6020 - <br /> - E->W - - 2076 - - - - - - 6020 - <br /> Wall A-1 1 W->E - - 2077 - 1.0 - 280 - - 6020 - <br /> 1 E->W - - 2076 - 1.0 - 280 - - 6020 - <br /> Seg. 1 - W->E 98.2 0.0 1080 - 1.0 - 280 - 280 3080 0.35 <br /> - E->W 100.3 0.0 1103 - 1.0 - 280 - 280 3080 0.36 <br /> Seg. 2 - W->E 94.9 0.0 997 - 1.0 - 280 - 280 2940 0.34 <br /> - E->W 92.6 0.0 973 - 1.3 - 280 - 280 2940 0.33 <br /> Line B <br /> Level 2 <br /> LnB, Lev2 - W->E - - 545 - - - - - - 2380 - <br /> - E->W - - 537 - - - - - - 2380 - <br /> Wall B-1 1 W->E - - 545 - 1.0 - 280 - - 2380 - <br /> 1 E->W - - 537 - 1.0 - 280 - - 2380 - <br /> Seg. 1 - Both 0.0 0.0 0 - 1.0 - 280 - 280 - - <br /> Seg. 2 - W->E 77.4 0.0 348 - 1.0 - 280 - 280 1260 0.28 <br /> - E->W 76.2 0.0 343 - 1.0 - 280 - 280 1260 0.27 <br /> Seg. 3 - W->E 49.2 0.0 197 - 1.0 - 280 - 280 1120 0.18 <br /> - E->W 48.6 0.0 194 - 1.0 - 280 - 280 1120 0.17 <br /> Level 1 <br /> LnB, Levl - W->E - - 685 - - - - - - 2240 - <br /> - E->W - - 686 - - - - - - 2240 - <br /> Wall B-1 1 W->E - - 685 - 1.0 - 280 - - 2240 - <br /> 1 E->W - - 686 - 1.0 - 280 - - 2240 - <br /> Seg. 1 - W->E 140.1 0.0 560 - 1.0 - 280 - 280 1120 0.50 <br /> - E->W 61.0 0.0 244 - 1.0 - 280 - 280 1120 0.22 <br /> Seg. 2 - W->E 31.0 0.0 124 - 1.0 - 280 - 280 1120 0.11 <br /> - E->W 110.4 0.0 442 - 1.0 - 280 - 280 1120 0.39 <br /> • <br /> 32 <br /> Page 57 of 63 <br />