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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: 17IIStruct 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 />0.00 <br />19Iterations <br />Gust Response Factor 1.10 <br />Seismic Load Factor <br />Structure Frequency (f1) <br />1.00 <br />0.52 Seismic Importance Factor <br />S1 <br />SsSds <br />Sd1 <br />SA <br />0.85 <br />0.56 <br />0.29 <br />1.28 <br />0.46 <br />1.00 <br />Load Case:1.2D + 1.0Ev + 1.0Eh <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 />-16.14 3.19 0.00 0.00 180.550.00 907.79 0.00 0.00 0.368180.55 272.52 632.75 516.26 <br />-15.63 3.23 0.00 0.00 164.605.00 892.72 0.08 0.15 0.357164.60 260.78 579.40 485.67 <br />-15.13 3.27 0.00 0.00 148.4410.00 875.48 0.32 0.30 0.344148.44 249.03 528.40 454.70 <br />-14.65 3.30 0.00 0.00 132.0915.00 856.08 0.71 0.46 0.329132.09 237.29 479.75 423.51 <br />-14.18 3.34 0.00 0.00 115.5720.00 834.51 1.28 0.62 0.312115.57 225.55 433.45 392.25 <br />-13.74 3.35 0.00 0.00 98.9025.00 810.78 2.01 0.78 0.29198.90 213.81 389.50 361.10 <br />-13.56 3.37 0.00 0.00 92.1927.00 800.68 2.35 0.85 0.28292.19 209.11 372.57 348.71 <br />-13.12 3.38 0.00 0.00 82.0930.00 793.21 2.92 0.94 0.25882.09 205.74 360.64 339.82 <br />-12.70 3.40 0.00 0.00 65.1935.00 765.83 3.99 1.10 0.22865.19 194.00 320.65 309.20 <br />-12.30 3.40 0.00 0.00 48.2140.00 736.28 5.21 1.23 0.19048.21 182.26 283.01 279.11 <br />-11.92 3.39 0.00 0.00 31.1945.00 704.56 6.57 1.35 0.14231.19 170.51 247.72 249.71 <br />-10.44 3.22 0.00 0.00 26.1046.50 694.63 7.00 1.38 0.12426.10 166.99 237.59 241.05 <br />-10.19 3.21 0.00 0.00 14.8550.00 666.85 8.03 1.43 0.08314.85 158.77 214.78 219.90 <br />-4.89 1.45 0.00 0.00 8.4352.00 647.12 8.63 1.45 0.0488.43 154.08 202.26 207.01 <br />-4.16 1.37 0.00 0.00 4.8154.50 622.46 9.40 1.46 0.0324.81 148.21 187.14 191.45 <br />-4.14 1.37 0.00 0.00 4.1255.00 617.53 9.55 1.47 0.0294.12 147.03 184.19 188.41 <br />0.00 1.27 0.00 0.00 0.0058.00 587.95 10.47 1.47 0.0000.00 139.99 166.96 170.68 <br />Copyright 2025 by Tower Engineering Solutions, LLC. All rights reserved.