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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 />Seismic Segment Forces (Factored) <br />Page: 18IIStruct 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 />Top <br />Elev <br />(ft)Description <br />Wz <br />(lb) <br />Lateral <br />Fs <br />(lb)R:1.50 <br />Vertical <br />Ev <br />(lb) <br />Hz <br />(lb) <br />0.000.00 0.000.000.00 <br />358.705.00 0.1661.172.50 <br />346.3710.00 0.9859.077.50 <br />334.0415.00 2.2156.9612.50 <br />321.7120.00 3.6854.8617.50 <br />309.3825.00 5.2952.7622.50 <br />Bot - Section 2 120.3027.00 1.3520.5126.00 <br />Top - Section 1 308.6130.00 7.9052.6328.50 <br />288.5735.00 8.8149.2132.50 <br />276.2440.00 10.4547.1137.50 <br />263.9145.00 11.9745.0042.50 <br />Appurtenance(s)1076.7 <br />7 <br />46.50 150.26183.6245.75 <br />174.8150.00 7.3529.8148.25 <br />Appurtenance(s)3892.9 <br />4 <br />52.00 1628.70663.8851.00 <br />Appurtenance(s)531.6354.50 58.2890.6653.25 <br />17.4455.00 0.182.9754.75 <br />Appurtenance(s)3042.0 <br />4 <br />58.00 1272.77518.7756.50 <br />Totals:11,663.4 3,170.3 -7,363.1Total Wind:1,989.0 <br />Copyright 2025 by Tower Engineering Solutions, LLC. All rights reserved.