9610 19TH AVE SE DISH WIRELESS 2026-01-06

Structure: WA20096-A Code: EIA/TIA-222-H 7/21/2021 Site Name: Everett, WA Exposure: C Height: 148.00 (ft) Crest Height: 0.00 SBA Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 20 Load Case: 1.2D + 1.ODi + 1.OWi 30 mph Wind Y= Iterations 23 Dead Load Factor 1.20 a Wind Load Factor 1.00 Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.85 1.860 2.05 0.00 1.200 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 1.860 2.05 0.00 1.200 0.828 5.00 22.215 26.66 54.6 265.0 1492.1 10.00 1.00 0.85 1.860 2.05 0.00 1.200 0.887 5.00 21.736 26.08 53.4 277.4 1474.2 15.00 1.00 0.85 1.860 2.05 0.00 1.200 0.924 5.00 21.238 25.49 52.2 281.8 1448.2 20.00 1.00 0.90 1.974 2.17 0.00 1.200 0.951 5.00 20.731 24.88 54.0 282.8 1418.8 25.00 1.00 0.95 2.069 2.28 0.00 1.200 0.973 5.00 20.220 24.26 55.2 281.6 1387.3 30.00 1.00 0.98 2.150 2.36 0.00 1.200 0.991 5.00 19.707 23.65 55.9 279.2 1354.5 35.00 1.00 1.01 2.221 2.44 0.00 1.200 1.006 5.00 19.191 23.03 56.3 275.7 1320.7 40.00 1.00 1.04 2.284 2.51 0.00 1.200 1.019 5.00 18.673 22.41 56.3 271.5 1286.1 42.16 Bot-Section 2 1.00 1.06 2.310 2.54 0.00 1.200 1.025 2.16 7.917 9.50 24.1 116.6 546.2 45.00 1.00 1.07 2.342 2.58 0.00 1.200 1.032 2.84 10.385 12.46 32.1 153.6 1178.4 47.83 Top-Section 1 1.00 1.08 2.372 2.61 0.00 1.200 1.038 2.83 10.194 12.23 31.9 151.6 1156.1 50.00 1.00 1.09 2.394 2.63 0.00 1.200 1.042 2.17 7.703 9.24 24.3 115.3 463.2 55.00 1.00 1.12 2.443 2.69 0.00 1.200 1.052 5.00 17.379 20.85 56.0 259.9 1043.4 60.00 1.00 1.14 2.488 2.74 0.00 1.200 1.062 5.00 16.858 20.23 55.4 254.0 1012.1 65.00 1.00 1.16 2.530 2.78 0.00 1.200 1.070 5.00 16.336 19.60 54.6 247.7 980.5 70.00 1.00 1.17 2.570 2.83 0.00 1.200 1.078 5.00 15.814 18.98 53.6 241.1 948.7 75.00 1.00 1.19 2.607 2.87 0.00 1.200 1.086 5.00 15.291 18.35 52.6 234.3 916.6 80.00 1.00 1.21 2.643 2.91 0.00 1.200 1.093 5.00 14.768 17.72 51.5 227.3 884.3 85.00 1.00 1.22 2.677 2.94 0.00 1.200 1.099 5.00 14.245 17.09 50.3 220.2 851.8 85.83 Bot-Section 3 1.00 1.23 2.682 2.95 0.00 1.200 1.100 0.83 2.314 2.78 8.2 36.3 138.7 90.00 1.00 1.24 2.709 2.98 0.00 1.200 1.106 4.17 11.584 13.90 41.4 180.4 1095.0 90.16 Top-Section 2 1.00 1.24 2.710 2.98 0.00 1.200 1.106 0.16 0.446 0.54 1.6 7.1 42.2 95.00 1.00 1.25 2.740 3.01 0.00 1.200 1.112 4.84 12.963 15.56 46.9 202.0 660.1 100.00 1.00 1.27 2.770 3.05 0.00 1.200 1.117 5.00 12.885 15.46 47.1 201.1 654.8 105.00 1.00 1.28 2.799 3.08 0.00 1.200 1.123 5.00 12.361 14.83 45.7 193.4 626.8 108.00 Appurtenance(s) 1.00 1.29 2.815 3.10 0.00 1.200 1.126 3.00 7.164 8.60 26.6 113.2 363.5 110.00 1.00 1.29 2.826 3.11 0.00 1.200 1.128 2.00 4.671 5.61 17.4 74.2 237.0 115.00 1.00 1.30 2.853 3.14 0.00 1.200 1.133 5.00 11.312 13.57 42.6 177.5 570.4 120.00 1.00 1.32 2.879 3.17 0.00 1.200 1.138 5.00 10.787 12.94 41.0 169.3 542.0 123.37 Bot-Section 4 1.00 1.32 2.895 3.18 0.00 1.200 1.141 3.37 6.974 8.37 26.7 110.4 350.2 125.00 1.00 1.33 2.903 3.19 0.00 1.200 1.142 1.63 3.339 4.01 12.8 53.4 252.3 126.62 Top-Section 3 1.00 1.33 2.911 3.20 0.00 1.200 1.144 1.62 3.263 3.92 12.5 52.2 246.2 130.00 1.00 1.34 2.928 3.22 0.00 1.200 1.147 3.38 6.632 7.96 25.6 105.1 275.5 135.00 1.00 1.35 2.951 3.25 0.00 1.200 1.151 5.00 9.371 11.25 36.5 147.1 386.4 140.00 Appurtenance(s) 1.00 1.36 2.974 3.27 0.00 1.200 1.155 5.00 8.846 10.61 34.7 138.6 362.7 145.00 1.00 1.37 2.996 3.30 0.00 1.200 1.160 5.00 8.320 9.98 32.9 130.1 339.0 148.00 Appurtenance(s) 1.00 1.37 3.009 3.31 0.00 1.200 1.162 3.00 4.740 5.69 18.8 74.9 193.0 Totals: 148.00 1,443.5 28,499.0 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved.