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Structure: WA20096-A Code: EIAITIA-222-H 7/21/2021 <br /> Site Name: Everett, WA Exposure: C <br /> Height: 148.00 (ft) Crest Height: 0.00 SBA <br /> M) <br /> Base Elev: 0.000 (ft) Site Class: D-Stiff Soil <br /> Gh: 1.1 Topography: 1 Struct Class: II Page: 26 <br /> Load Case: 12D + 1.OEv+ 1.OEh y Iterations 24 <br /> Gust Response Factor 1.10 Sds 0.58 a Ss 1.35 <br /> Dead Load Factor 1.20 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 1138.0 2.50 132.36 0.10 <br /> 10.00 1112.7 7.50 129.41 0.89 <br /> 15.00 1087.4 12.50 126.47 2.37 <br /> 20.00 1062.1 17.50 123.53 4.42 <br /> 25.00 1036.8 22.50 120.58 6.97 <br /> 30.00 1011.5 27.50 117.64 9.91 <br /> 35.00 986.20 32.50 114.70 13.15 <br /> 40.00 960.90 37.50 111.75 16.62 <br /> 42.16 Bot-Section 2 407.90 41.08 47.44 3.60 <br /> 45.00 919.43 43.58 106.93 20.56 <br /> 47.83 Top-Section 1 902.39 46.41 104.95 22.46 <br /> 50.00 340.01 48.91 39.54 3.54 <br /> 55.00 768.31 52.50 89.36 20.83 <br /> 60.00 747.22 57.50 86.90 23.64 <br /> 65.00 726.13 62.50 84.45 26.37 <br /> 70.00 705.04 67.50 82.00 29.00 <br /> 75.00 683.95 72.50 79.54 31.48 <br /> 80.00 662.86 77.50 77.09 33.79 <br /> 85.00 641.77 82.50 74.64 35.89 <br /> 85.83 Bot-Section 3 104.49 85.42 12.15 1.02 <br /> 90.00 858.47 87.92 99.84 72.93 <br /> 90.16 Top-Section 2 33.09 90.08 3.85 0.11 <br /> 95.00 493.42 92.58 57.38 26.72 <br /> 100.00 493.48 97.50 57.39 29.64 <br /> 105.00 476.61 102.50 55.43 30.56 <br /> 108.00 Appurtenance(s) 2920.9 106.50 339.71 1239.04 <br /> 110.00 153.25 109.00 17.82 3.57 <br /> 115.00 371.32 112.50 43.19 22.34 <br /> 120.00 354.45 117.50 41.22 22.21 <br /> 123.37 Bot-Section 4 229.38 121.69 26.68 9.98 <br /> 125.00 180.06 124.19 20.94 6.40 <br /> 126.62 Top-Section 3 175.85 125.81 20.45 6.27 <br /> 130.00 171.62 128.31 19.96 6.21 <br /> 135.00 243.27 132.50 28.29 13.30 <br /> 140.00 Appurtenance(s) 2375.9 137.50 276.32 1366.48 <br /> 145.00 198.17 142.50 23.05 10.21 <br /> 148.00 Appurtenance(s) 2860.9 146.50 332.73 2249.15 <br /> Totals: 28,595.5 3,325.7 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 />