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Structure:CA45376-A-SBA <br />Site Name:Mcarthur <br />Height:58.00 (ft) <br />9/12/2025Code:TIA-222-H <br />Exposure:B <br />Base Elev:0.000 (ft) <br />Calculated Forces <br />Page: 11IIStruct Class:Topography:1Gh:1.1 <br />Crest Height:0.00 <br />Site Class:D - Stiff Soil <br />Dead Load Factor <br />Wind Load Factor <br />1.20 <br />1.00 <br />20Load Case: 1.2D + 1.0W 95 mph Wind at 60° -Controlling Direction Iterations <br />Seg <br />Elev <br />(ft) <br />Pu <br />FY (-) <br />(kips) <br />Vu <br />FX (-) <br />(kips) <br />Mu <br />MZ <br />(ft-kips) <br />Mu <br />MX <br />(ft-kips) <br />Resultant <br />Moment <br />(ft-kips) <br />phi <br />Pn <br />(kips) <br />Total <br />Deflect <br />(in) <br />Rotation <br />Sway <br />(deg) <br />Stress <br />Ratio <br />Tu <br />MY (-) <br />(ft-kips) <br />phi <br />Vn <br />(kips) <br />phi <br />Tn <br />(ft-kips) <br />phi <br />Mn <br />(ft-kips) <br />Rotation <br />Twist <br />(deg) <br />-14.09 -3.70 0.00 -317.38 366.470.00 907.79 0.00 0.000 0.726-183.24 272.52 632.75 516.26 0.000 <br />-13.61 -3.64 0.00 -285.33 329.475.00 892.72 0.16 0.297 0.694-164.74 260.78 579.40 485.67 0.000 <br />-13.15 -3.58 0.00 -253.80 293.0710.00 875.48 0.63 0.600 0.660-146.54 249.03 528.40 454.70 0.000 <br />-12.70 -3.53 0.00 -222.76 257.2415.00 856.08 1.43 0.908 0.623-128.64 237.29 479.75 423.51 0.000 <br />-12.27 -3.48 0.00 -192.20 221.9520.00 834.51 2.55 1.218 0.581-111.00 225.55 433.45 392.25 0.000 <br />-11.87 -3.42 0.00 -162.10 187.2025.00 810.78 3.99 1.525 0.534-93.63 213.81 389.50 361.10 0.000 <br />-11.70 -3.40 0.00 -150.27 173.5427.00 800.68 4.66 1.653 0.513-86.80 209.11 372.57 348.71 0.000 <br />-11.30 -3.37 0.00 -132.61 153.1530.00 793.21 5.76 1.838 0.466-76.61 205.74 360.64 339.82 0.000 <br />-10.92 -3.32 0.00 -103.41 119.4435.00 765.83 7.84 2.123 0.402-59.75 194.00 320.65 309.20 0.000 <br />-10.56 -3.26 0.00 -74.70 86.2740.00 736.28 10.20 2.367 0.325-43.17 182.26 283.01 279.11 0.000 <br />-10.22 -3.19 0.00 -46.50 53.7045.00 704.56 12.79 2.566 0.231-26.87 170.51 247.72 249.71 0.000 <br />-8.95 -2.80 0.00 -38.21 44.1346.50 694.63 13.61 2.617 0.197-22.08 166.99 237.59 241.05 0.000 <br />-8.74 -2.76 0.00 -21.23 24.5250.00 666.85 15.56 2.707 0.126-12.27 158.77 214.78 219.90 0.000 <br />-4.19 -1.32 0.00 -11.45 13.2252.00 647.12 16.70 2.739 0.071-6.62 154.08 202.26 207.01 0.000 <br />-3.59 -0.95 0.00 -5.74 6.6354.50 622.46 18.15 2.763 0.041-3.32 148.21 187.14 191.45 0.000 <br />-3.56 -0.95 0.00 -4.92 5.6855.00 617.53 18.44 2.766 0.036-2.84 147.03 184.19 188.41 0.000 <br />0.00 -0.86 0.00 0.00 0.0058.00 587.95 20.18 2.775 0.0000.00 139.99 166.96 170.68 0.000 <br />Copyright 2025 by Tower Engineering Solutions, LLC. All rights reserved.