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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: 19IIStruct 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 />0.90 <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:0.9D + 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 />-12.57 3.19 0.00 0.00 178.430.00 907.79 0.00 0.00 0.360178.43 272.52 632.75 516.26 <br />-12.17 3.22 0.00 0.00 162.505.00 892.72 0.08 0.15 0.348162.50 260.78 579.40 485.67 <br />-11.78 3.25 0.00 0.00 146.4210.00 875.48 0.31 0.30 0.336146.42 249.03 528.40 454.70 <br />-11.40 3.27 0.00 0.00 130.1915.00 856.08 0.70 0.45 0.321130.19 237.29 479.75 423.51 <br />-11.04 3.30 0.00 0.00 113.8220.00 834.51 1.26 0.61 0.304113.82 225.55 433.45 392.25 <br />-10.70 3.31 0.00 0.00 97.3425.00 810.78 1.99 0.77 0.28397.34 213.81 389.50 361.10 <br />-10.56 3.32 0.00 0.00 90.7227.00 800.68 2.32 0.83 0.27490.72 209.11 372.57 348.71 <br />-10.22 3.33 0.00 0.00 80.7630.00 793.21 2.88 0.93 0.25180.76 205.74 360.64 339.82 <br />-9.89 3.34 0.00 0.00 64.1235.00 765.83 3.93 1.08 0.22164.12 194.00 320.65 309.20 <br />-9.58 3.34 0.00 0.00 47.4240.00 736.28 5.14 1.21 0.18347.42 182.26 283.01 279.11 <br />-9.29 3.34 0.00 0.00 30.7045.00 704.56 6.48 1.33 0.13730.70 170.51 247.72 249.71 <br />-8.14 3.16 0.00 0.00 25.7046.50 694.63 6.90 1.36 0.11925.70 166.99 237.59 241.05 <br />-7.94 3.16 0.00 0.00 14.6250.00 666.85 7.91 1.41 0.07914.62 158.77 214.78 219.90 <br />-3.81 1.43 0.00 0.00 8.3152.00 647.12 8.51 1.43 0.0468.31 154.08 202.26 207.01 <br />-3.24 1.36 0.00 0.00 4.7454.50 622.46 9.26 1.44 0.0304.74 148.21 187.14 191.45 <br />-3.22 1.35 0.00 0.00 4.0655.00 617.53 9.41 1.45 0.0274.06 147.03 184.19 188.41 <br />0.00 1.27 0.00 0.00 0.0058.00 587.95 10.32 1.45 0.0000.00 139.99 166.96 170.68 <br />Copyright 2025 by Tower Engineering Solutions, LLC. All rights reserved.