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WoodWorks® Shearwalls 2352.wsw Feb.20, 2023 13:29:46 <br /> Rigid Diaphragm Wind Design <br /> ASCE 7 Directional(All Heights)Loads <br /> SHEAR RESULTS <br /> N-S W For ASD Shear Force[plt] Asp-Cub Allowable Shear[pif] Resp. <br /> Shearlines Gp Dir v vmax/vft V[Ibs] Int Ext Int Ext Co C Cmb V[Ibs] Ratio <br /> Line 1 <br /> Level 2 <br /> Lnl, Lev2 - S->N - - 1339 - - - - - - 3528 - <br /> - N->S - - 1332 - - - - - - 3528 - <br /> Wall 1-2 1 S->N 148.7 - 1339 1.0 - 392 - 392 3528 0.38 <br /> 1 N->S 148.0 - 1332 - 1.0 - 392 - 392 3528 0.38 <br /> Level 1 <br /> Lnl, Levl - S->N - - 2826 - - - - - - 3080 - <br /> - N->S - - 2831 - - - - - - 3080 - <br /> Wall 1-1 2 S->N • - - 2826 - 1.0 - 770 - - 3080 - <br /> 2 N->S - - 2831 - 1.0 - 770 - - 3080 - <br /> Seg. 1 - Both 0.0 0.0 0 - 1.0 - 770 - 770 - - <br /> Seg. 2 - S->N 706.4 0.0 2826 - 1.0 - 770 - 770 3080 0.92 <br /> - N->S 707.9 0.0 2831 - 1.0 - 770 - 770 3080 0.92 <br /> Line 2 <br /> Level 2 <br /> Ln2, Lev2 - S->N - - 1219 - - - - - - 4508 - <br /> - N->S - - 1226 - - - - - - 4508 - <br /> Wall 2-1 1 S->N - - 1219 - 1.0 - 392 - - 4508 - <br /> 1 N->S - - 1226 - 1.0 - 392 - - 4308 - <br /> Seg. 1 - S->N 221.6 -17.3 665 - 1.0 - 392 - 392 1176 0.57 <br /> - N->S 222.8 -17.4 668 1.0 - 392 - 392 1176 0.57 <br /> Open. 1 - S->N - 219.0 1314 - - - 392 - 392 2352 0.56 <br /> - N->S - 220.2 1321 - - - 392 - 392 2352 0.56 <br /> Seg. 2 - S->N 221.6 -17.3 554 - 1.0 - 392 - 392 980 0.57 <br /> - N->S 222.8 -17.4 557 - 1.0 - 392 - 392 980 0.57 <br /> Level 1 <br /> Ln2, Levi - S->N - - 2848 - - - - - - 3080 - <br /> - N->S - - 2842 - - - - - - 3080 - <br /> Wall 2-1 2^ S->N - - 2848 - 1.0 - 773 - - 3080 - <br /> 2 N->S - - 2842 - 1.0 - 770 - - 3080 - <br /> Seg. 1 - Both 0.3 0.0 3 - 1.0 - 770 - 773 - - <br /> Seg. 2 - S->N 712.1 0.0 2848 - 1.0 - 770 - 770 3080 0.92 <br /> - N->S 710.6 0.0 2842 - 1.0 - 770 - 770 3080 0.92 <br /> E-W W For ASD Shear Force[plf] Asp-Cub Allowable Shear[pit] Resp. <br /> Shearlines Gp Dir v vmax/vft V[Ibs] Int Ext Int Ext Co C Cmb V[Ibs] Ratio <br /> Line A <br /> Level 2 <br /> LnA, Lev2 - W->E - - 761 - - - - - - 5647 - <br /> - E->W - - 763 - - - - - - 5647 - <br /> Wall A-2 1 W->E 69.2 - 761 - 1.0 - 392 - 392 4312 0.18 <br /> 1 E->W 69.4 - 763 - 1.0 - 392 - 392 4312 0.18 <br /> Wall A-3 1 Both 0.0 - 0 - .97 - 392 - 382 1335 0.00 <br /> Level 1 <br /> LnA, Levl - Both - - 1722 - - - - - - 8428 - <br /> Wall A-1 1 Both - - 1722 - 1.0 - 392 - - 8428 <br /> Seg. 1 - W->E 80.8 0.0 889 - 1.0 - 392 - 392 4312 0.21 <br /> - E->W 82.9 0.0 912 - 1.0 - 392 - 392 4312 0.21 <br /> Seg. 2 - W->E 79.3 0.0 833 - 1.0 - 392 - 392 4116 0.20 <br /> - E->W 77.1 0.0 810 - 1.0 - 392 - 392 4116 0.20 <br /> Line B <br /> Level 2 <br /> LnB, Lev2 - W->E - - 253 - - - - - - 3332 - <br /> - E->W - - 251 - - - - - - 3332 - <br /> Wall B-1 1 W->E - - 253 - 1.0 - 392 - - 3332 - <br /> 1 E->W - - 251 - 1.0 - 392 - - 3332 - <br /> Seg. 1 - Both 0.0 0.0 0 - 1.0 - 392 - 392 - - <br /> Seg. 2 - Both 46.2 0.0 208 - 1.0 - 392 - 392 1764 0.12 <br /> Seg. 3 - W->E 11.2 0.0 45 - 1.0 - 392 - 392 1568 0.03 <br /> - E->W 10.7 0.0 43 - 1.0 - 392 - 392 1368 0.03 <br /> Level 1 <br /> LnB, Levl - W->E - - 508 - - - - - - 3136 - <br /> - E->W - - 507 - - - - - - 3136 - <br /> Wall B-1 1 W->E - - 508 - 1.0 - 392 - - 3136 - <br /> 1 E->W - - 507 - 1.0 - 392 - - 3136 - <br /> Seg. 1 - W->E 78.6 0.0 314 - 1.0 - 392 - 392 1568 0.20 <br /> - E->W 53.6 0.0 215 - 1.0 - 392 - 392 1568 0.14 <br /> 17 <br /> Page 42 of 63 <br />