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

Woodworks®ShearWalis 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw Feb.11,201812:21:19 SHEAR RESULTS(flexible seismic design) N-S W For ASD Shear Force[plf] Asp-Cub Allowable Shear[pif] Resp. Shearlines Gp Dir v vmax V Elba] Int Ext Int Ext Co C Cmb V[lbs] Ratio Line 2 Level 3 Ln2, Lev3 - Both - - 1600 - - - - - - 6110 - Wall 2-1 2 Both 68.1 - 1600 - 1.0 - 260 - 260 6110 0.26 Level 2 Ln2, Lev2 - Both - - 2783 - - - - - - 3431 - Wall 2-1 3 Both 256.9 - 963 - .83 - 380 - 317 1188 0.81 Wall 2-2 3 Both 222.6 - 724 - .72 - 380 - 274 892 0.81 Wall 2-7 3 Both 274.0 - 1096 - .89 - 380 - 338 1351 0.81 Level Ln2, Levl - Both - - 5379 - - - - - - 6760 - Wall 2-1 2^ Both 206.9 - 3620 - 1.0 - 260 - 260 4550 0.80 Wall 2-3 2^ Both 206.9 - 1758 - 1.0 - 260 - 260 2210 0.80 Line 4 Level 3 Ln4, Lev3 - Both - - 1433 - - - - - - 4745 - Wall 4-1 2 Both 78.5 - 1433 - 1.0 - 260 - 260 4745 0.30 Level 2 Ln4, Lev2 - Both - - 2430 - - - - - - 4745 - Wall 4-1 2 Both 133.1 - 2430 - 1.0 - 260 - 260 4745 0.51 Line 5 Level 3 Ln5, Lev3 - Both - - 1239 - - - - - 4745 - Wall 5-1 2 Both 67.9 - 1239 - 1.0 - 260 - 260 4745 0.26 Level 2 Ln5, Lev2 - Both - - 2236 - - - - - - 4745 - Wall 5-1 2 Both 122.5 - 2236 - 1.0 - 260 - 260 4745 0.47 Line 7 Level 3 Ln7, Lev3 - Both - - 1417 - - - - - - 6110 - Wall 7-1 2 Both 60.3 - 1417 - 1.0 - 260 - 260 6110 0.23 Level 2 Ln7, Lev2 - Both - - 2599 - - - - - - 3431 - Wall 7-1 3 Both 239.9 - 900 - .83 - 380 - 317 1188 0.76 Wall 7-2 3 Both 207.9 - 676 - .72 - 380 - 274 892 0.76 Wall 7-7 3 Both 255.9 - 1024 - .89 - 380 - 338 1351 0.76 Level 1 Ln7, Levl - Both - - 5190 - - - - - - 6760 - Wall 7-1 2 Both 199.6 - 3493 - 1.0 - 260 - 260 4550 0.77 Wall 7-3 2 Both 199.6 - 1697 - 1.0 - 260 - 260 2210 0.77 E-W W For ASD Shear Force[pif] Asp-Cub Allowable Shear[pit] Reap. Shearlines Gp Dir v vmax V[lbs] Int Ext Int Ext Co C Cmb V Elba] Ratio Line A Level 3 LnA, Lev3 Both - - 2558 - - - - - - 3908 - Wall A-1 2 Both 170.2 - 681 - 1.0 - 260 - 260 1040 0.65 Wall A-3 2 Both 159.6 - 598 - .94 - 260 - 244 914 0.65 Wall A-5 2 Both 159.6 - 598 - .94 - 260 - 244 914 0.65 Wall A-7 2 Both 170.2 - 681 - 1.0 - 260 - 260 1040 0.65 Level2 LnA, Lev2 - Both - - 4702 - - - - - - 5077 - Wall A-1 3^ Both 312.8 - 1251 - .89 - 380 - 338 1351 0.93 Wall A-3 3^ Both 293.3 - 1100 - .83 - 380 - 317 1188 0.93 Wall A-5 3^ Both 293.3 - 1100 - .83 - 380 - 317 1188 0.93 Wall A-7 3^ Both 312.8 - 1251 - .89 380 - 338 1351 0.93 Level LnA, Levl - Both - - 4971 - - - - - 8450 - Wall A-1 2 Both 152.9 - 2027 - 1.0 - 260 - 260 3445 0.59 Wall A-3 2 Both 152.9 - 918 - 1.0 - 260 260 1560 0.59 Wall A-5 2 Both 152.9 - 2027 - 1.0 - 260 - 260 3445 0.59 Line F Level 2 LnF, Lev2 - Both - - 1744 - - - - - 3051 - Wall F-1 3 Both 205.1 - 872 - .94 - 380 - 359 1525 0.57 Wall F-4 3 Both 205.1 - 872 - .94 - 380 - 359 1525 0.57 Level LnF, Levl - Both - - 5598 - - - - - - 9800 - Wall F-1 4^ Both 279.9 - 2799 - 1.0 490 - 490 4900 0.57 40