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Shear Walls <br />Walls with aspect ratio > 3.5 (L < 15 ft / 3.5 = 4.29 ft) are ignored per Table 12-3. <br />Shear Wall Shear Checks <br />GL Trib Area GL Trib Shear Load (LS)GL Trib Shear Load (IO)S.W. Length Capacity DCR Capacity DCR <br />[ft2][kip][kip][ft][kip][plf][plf][-][kip][plf][plf][-] <br />1.A 1231 80.5 37.8 14.25 Type 1 Exterior 31.6 2215 3192 0.69 14.8 1039 1428 0.73 <br />1.B 1231 80.5 37.8 22.08 Type 1 Exterior 48.9 2215 3192 0.69 22.9 1039 1428 0.73 <br />1.5 3049 199.2 93.5 30.58 Type 3 Interior 199.2 6515 8823.6 0.74 93.5 3057 3947.4 0.77 <br />2.1 4153 271.4 127.4 8.50 Type 10 Interior 184.6 21713 29754 0.73 86.6 10189 13311 0.77 <br />2.2 4153 271.4 127.4 4.00 Type 10 Interior 86.9 21713 29754 0.73 40.8 10189 13311 0.77 <br />3.A 4396 287.3 134.8 23.00 Type 2 Interior 181.8 7906 13132.8 0.60 85.3 3710 5875.2 0.63 <br />3.B 4396 287.3 134.8 22.33 Type 6 Exterior 105.4 4721 6726 0.70 49.5 2215 3009 0.74 <br />3.5 3124 204.2 95.8 20.25 Type 9 Interior 204.2 10083 13680 0.74 95.8 4731 6120 0.77 <br />6.2 2037 133.1 62.5 12.42 Type 1 Exterior 27.3 2200 3192 0.69 12.8 1033 1428 0.72 <br />6.3 2037 133.1 62.5 8.67 Type 1 Exterior 19.1 2200 3192 0.69 8.9 1033 1428 0.72 <br />6.4 2037 133.1 62.5 17.58 Type 1 Exterior 38.7 2200 3192 0.69 18.2 1033 1428 0.72 <br />6.5 2037 133.1 62.5 21.83 Type 1 Exterior 48.0 2200 3192 0.69 22.5 1033 1428 0.72 <br />A.1 3294 222.5 104.4 20.67 Type 1 Exterior 56.1 2716 3192 0.85 26.3 1275 1428 0.89 <br />A.2 3294 222.5 104.4 32.50 Type 1 Exterior 88.3 2716 3192 0.85 41.4 1275 1428 0.89 <br />A.3 3294 222.5 104.4 28.75 Type 1 Exterior 78.1 2716 3192 0.85 36.6 1275 1428 0.89 <br />B.1 6363 429.7 201.7 33.67 Type 8 Interior 267.1 7934 9747 0.81 125.3 3723 4360.5 0.85 <br />B.2 6363 429.7 201.7 20.50 Type 8 Interior 162.6 7934 9747 0.81 76.3 3723 4360.5 0.85 <br />D.1 5360 362.0 169.9 36.75 Type 7 Interior 191.0 5196 6156 0.84 89.6 2438 2754 0.89 <br />D.2 5360 362.0 169.9 32.92 Type 7 Interior 171.0 5196 6156 0.84 80.3 2438 2754 0.89 <br />E.1 1815 122.6 57.5 28.17 Type 1 Exterior 35.2 1250 3192 0.39 16.5 586 1428 0.41 <br />E.2 1815 122.6 57.5 21.58 Type 1 Exterior 27.0 1250 3192 0.39 12.7 586 1428 0.41 <br />E.4 1815 122.6 57.5 48.33 Type 1 Exterior 60.4 1250 3192 0.39 28.3 586 1428 0.41 <br />Ga kw <br />Wall self-weight S.W. Type Thickness 1 or 2 Sided?Nailing LS IO LS IO [kip/in] <br />[plf]Type 1 3/8" PLY 1 8d @ 6"3.8 1.7 3192 1428 14 860 <br />Interior 150 Type 2 3/8" PLY 2 8d @ 2.5"3.8 1.7 13132.8 5875 44 2749 <br />Exterior 288 Type 3 3/8" PLY 2 8d @ 4"3.8 1.7 8823.6 3947 <br />Type 4 3/8" PLY 1 8d @ 2.5"3.8 1.7 6566.4 2938 <br />Type 5 1/2" GWB 2 5d @ 4"4.7 1.9 2350 950 <br />Type 6 1/2" PLY 2 8d @ 6", 10d @ 6"3.8 1.7 6726 3009 28 1594 <br />Type 7 1/2" PLY 1 10d @ 3"3.8 1.7 6156 2754 <br />Type 8 1/2" PLY 2 8d @ 2.5", 10d @ 6"3.8 1.7 9747 4360.5 <br />Type 9 1/2" PLY 2 10d@ 3"3.8 1.7 13680 6120 <br />Type 10 1/2" PLY 3 10d @ 2 "3.8 1.7 29754 13311 <br />*S.W.capacity multiplied by 0.9 per ASCE 41-17 § 12.4.3.6.2 <br />E/W <br />Direction <br />Life Safety <br />N/S <br />Direction <br />Immediate Occupancy <br />Shear LoadShear Load <br />New Drawing <br />GL <br />S.W. Type <br />Wall Type <br />CapacityM-factor <br />12 of 100 <br />1327 S Grand Ave <br />12/12/2024