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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: 16IIStruct 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 />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 />384.925.00 0.1865.642.50 <br />372.5910.00 1.1063.547.50 <br />360.2615.00 2.5061.4412.50 <br />347.9320.00 4.1859.3317.50 <br />335.6025.00 6.0457.2322.50 <br />Bot - Section 2 130.7927.00 1.5422.3026.00 <br />Top - Section 1 324.3430.00 8.5455.3128.50 <br />314.7935.00 10.1653.6832.50 <br />302.4640.00 12.1151.5837.50 <br />290.1345.00 13.9749.4842.50 <br />Appurtenance(s)1084.6 <br />3 <br />46.50 151.08184.9745.75 <br />193.1650.00 8.6632.9448.25 <br />Appurtenance(s)3903.4 <br />3 <br />52.00 1624.83665.6651.00 <br />Appurtenance(s)535.3854.50 58.5791.3053.25 <br />18.0855.00 0.193.0854.75 <br />Appurtenance(s)3045.9 <br />1 <br />58.00 1266.67519.4356.50 <br />Totals:11,944.4 3,170.3 -7,363.1Total Wind:2,036.9 <br />Copyright 2025 by Tower Engineering Solutions, LLC. All rights reserved.