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Structure: WA20096-A Code: EIA/TIA-222-H 7/21/2021 <br /> Site Name: Everett, WA Exposure: C <br /> Height: 148.00 (ft) Crest Height: 0.00 SBA <br /> IM] <br /> Base Elev: 0.000 (ft) Site Class: D-Stiff Soil <br /> Gh: 1.1 Topography: 1 Struct Class: II Page: 28 <br /> Load Case: 0.9D + 1.0Ev+ 1.OEh y Iterations 24 <br /> Gust Response Factor 1.10 Sds 0.58 - x Ss 1.35 <br /> Dead Load Factor 0.90 Seismic Load Factor 1.00 Sd1 0.58 S1 0.48 <br /> Wind Load Factor 0.00 Structure Frequency(f1) 0.36 SA 0.21 Seismic Importance Factor 1.00 <br /> Top Vertical Lateral <br /> Elev Wz Hz Ev Fs <br /> (ft) Description (lb) (lb) (lb) (lb) R: 1.50 <br /> 0.00 0.00 0.00 0.00 0.00 <br /> 5.00 1109.2 2.50 129.00 0.10 <br /> 10.00 1083.8 7.50 126.06 0.86 <br /> 15.00 1058.5 12.50 123.11 2.27 <br /> 20.00 1033.2 17.50 120.17 4.24 <br /> 25.00 1007.9 22.50 117.23 6.68 <br /> 30.00 982.66 27.50 114.28 9.48 <br /> 35.00 957.35 32.50 111.34 12.57 <br /> 40.00 932.04 37.50 108.40 15.86 <br /> 42.16 Bot-Section 2 395.42 41.08 45.99 3.43 <br /> 45.00 903.06 43.58 105.03 20.11 <br /> 47.83 Top-Section 1 886.06 46.41 103.05 21.96 <br /> 50.00 327.49 48.91 38.09 3.33 <br /> 55.00 739.46 52.50 86.00 19.57 <br /> 60.00 718.37 57.50 83.55 22.15 <br /> 65.00 697.28 62.50 81.09 24.66 <br /> 70.00 676.19 67.50 78.64 27.05 <br /> 75.00 655.10 72.50 76.19 29.29 <br /> 80.00 634.01 77.50 73.74 31.34 <br /> 85.00 612.92 82.50 71.28 33.19 <br /> 85.83 Bot-Section 3 99.70 85.42 11.60 0.94 <br /> 90.00 834.40 87.92 97.04 69.86 <br /> 90.16 Top-Section 2 32.15 90.08 3.74 0.11 <br /> 95.00 465.50 92.58 54.14 24.11 <br /> 100.00 464.63 97.50 54.04 26.64 <br /> 105.00 447.75 102.50 52.07 27.35 <br /> 108.00 Appurtenance(s) 2903.6 106.50 337.70 1241.49 <br /> 110.00 148.86 109.00 17.31 3.42 <br /> 115.00 360.35 112.50 41.91 21.34 <br /> 120.00 343.48 117.50 39.95 21.15 <br /> 123.37 Bot-Section 4 221.99 121.69 25.82 9.47 <br /> 125.00 176.48 124.19 20.53 6.24 <br /> 126.62 Top-Section 3 172.29 125.81 20.04 6.10 <br /> 130.00 164.21 128.31 19.10 5.76 <br /> 135.00 232.30 132.50 27.02 12.30 <br /> 140.00 Appurtenance(s) 2364.9 137.50 275.05 1372.80 <br /> 145.00 192.15 142.50 22.35 9.73 <br /> 148.00 Appurtenance(s) 2857.2 146.50 332.31 2274.80 <br /> Totals: 27,892.4 3,243.9 5,421.7 Total Wind: 17,208.5 <br /> Seismic Base Shear is Less Than 50%of Wind Force-An Analysis is NOT Required <br /> Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. <br />