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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 />Wind Loading - Shaft <br />Page: 12IIStruct 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 />1.00 <br />1.00 <br />18IterationsLoad Case:1.0D + 1.0W 60 mph Wind - Controlling Direction <br />Ice Thickness:0.00 <br />Elev <br />(ft)Description Kzt Kz <br />qz <br />(psf) <br />qzGh <br />(psf) <br />C <br />(mph-ft)Cf <br />Ice <br />Thick <br />(in) <br />Tributary <br />(ft) <br />Aa <br />(sf) <br />CfAa <br />(sf) <br />Wind <br />Force X <br />(lb) <br />Dead <br />Load Ice <br />(lb) <br />Tot <br />Dead <br />Load <br />(lb) <br />1.00 0.70 5.474 6.02 121.380.00 0.000 0.00 0.000 0.00 0.0 0.0 0.00.950 <br />1.00 0.70 5.474 6.02 116.185.00 0.000 5.00 11.841 11.25 67.7 0.0 280.00.950 <br />1.00 0.70 5.474 6.02 110.9910.00 0.000 5.00 11.323 10.76 64.8 0.0 267.70.950 <br />1.00 0.70 5.474 6.02 105.7915.00 0.000 5.00 10.805 10.26 61.8 0.0 255.40.950 <br />1.00 0.70 5.474 6.02 100.6020.00 0.000 5.00 10.287 9.77 58.8 0.0 243.00.950 <br />1.00 0.70 5.474 6.02 95.4125.00 0.000 5.00 9.770 9.28 55.9 0.0 230.70.950 <br />Bot - Section 2 1.00 0.70 5.474 6.02 93.3327.00 0.000 2.00 3.763 3.57 21.5 0.0 88.80.950 <br />Top - Section 1 1.00 0.70 5.479 6.03 90.2530.00 0.000 3.00 5.586 5.31 32.0 0.0 261.40.950 <br />1.00 0.73 5.726 6.30 88.6135.00 0.000 5.00 8.896 8.45 53.2 0.0 209.90.950 <br />1.00 0.76 5.948 6.54 84.9040.00 0.000 5.00 8.378 7.96 52.1 0.0 197.60.950 <br />1.00 0.79 6.152 6.77 80.8345.00 0.000 5.00 7.860 7.47 50.5 0.0 185.20.950 <br />Appurtenance(s)1.00 0.79 6.210 6.83 79.5546.50 0.000 1.50 2.257 2.14 14.6 0.0 53.20.950 <br />1.00 0.81 6.340 6.97 76.4750.00 0.000 3.50 5.085 4.86 33.9 0.0 119.70.955 <br />Appurtenance(s)1.00 0.82 6.411 7.05 74.6552.00 0.000 2.00 2.792 2.69 19.0 0.0 65.70.963 <br />Appurtenance(s)1.00 0.83 6.498 7.15 72.3254.50 0.000 2.50 3.373 3.28 23.5 0.0 79.40.973 <br />1.00 0.83 6.515 7.17 71.8555.00 0.000 0.50 0.659 0.64 4.6 0.0 15.50.976 <br />Appurtenance(s)1.00 0.85 6.614 7.28 68.9758.00 0.000 3.00 3.846 3.80 27.7 0.0 90.40.989 <br />58.00Totals:641.6 2,643.8 <br />Copyright 2025 by Tower Engineering Solutions, LLC. All rights reserved.