Laserfiche WebLink
- 1 - ON I <br /> 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 /> 07 <br /> Base Elev: 0.000 (ft) Site Class: D-Stiff Soil <br /> Gh: 1.1 Topography: 1 Struct Class: II Page: 7 <br /> Increment Length: 5(ft) <br /> Elev Thick Dia Area Ix wit Dlt Fpy S Weight <br /> (ft) Description (in) (in) (in^2) (in^4) Ratio Ratio (ksi) (in^3) (Ib) <br /> 0.00 0.3750 51.500 60.849 20094.4 22.80 137.33 74.6 768.5 0.0 <br /> 5.00 0.3750 50.250 59.362 18656.5 22.22 134.00 75.3 731.3 1022.6 <br /> 10.00 0.3750 49.000 57.874 17288.9 21.63 130.67 76.0 694.9 997.3 <br /> 15.00 0.3750 47.751 56.387 15989.7 21.04 127.34 76.7 659.5 972.0 <br /> 20.00 0.3750 46.501 54.899 14757.4 20.45 124.00 77.3 625.1 946.7 <br /> 25.00 0.3750 45.251 53.412 13590.1 19.87 120.67 78.0 591.5 921.4 <br /> 30.00 0.3750 44.001 51.924 12486.0 19.28 117.34 78.7 558.9 896.1 <br /> 35.00 0.3750 42.752 50.437 11443.3 18.69 114.00 79.4 527.2 870.8 <br /> 40.00 0.3750 41.502 48.949 10460.4 18.10 110.67 80.1 496.4 845.5 <br /> 42.16 Bot-Section 2 0.3750 40.961 48.306 10053.2 17.85 109.23 80.4 483.4 358.0 <br /> 45.00 0.3750 40.252 47.462 9535.5 17.52 107.34 80.8 466.6 854.0 <br /> 47.83 Top-Section 1 0.3125 40.170 39.532 7934.4 21.25 128.54 0.0 0.0 837.1 <br /> 50.00 0.3125 39.627 38.994 7614.8 20.95 126.81 76.8 378.5 289.9 <br /> 55.00 0.3125 38.377 37.754 6911.5 20.24 122.81 77.6 354.7 652.9 <br /> 60.00 0.3125 37.128 36.515 6252.8 19.54 118.81 78.4 331.7 631.8 <br /> 65.00 0.3125 35.878 35.275 5637.4 18.83 114.81 79.2 309.5 610.7 <br /> 70.00 0.3125 34.628 34.036 5063.7 18.13 110.81 80.1 288.0 589.6 <br /> 75.00 0.3125 33.378 32.796 4530.4 17.42 106.81 80.9 267.3 568.5 <br /> 80.00 0.3125 32.129 31.556 4035.8 16.72 102.81 81.7 247.4 547.4 <br /> 85.00 0.3125 30.879 30.317 3578.7 16.01 98.81 82.5 228.3 526.4 <br /> 85.83 Bot-Section 3 0.3125 30.671 30.111 3506.3 15.90 98.15 82.5 225.2 85.3 <br /> 90.00 0.3125 29.629 29.077 3157.4 15.31 94.81 82.5 209.9 762.2 <br /> 90.16 Top-Section 2 0.2500 30.088 23.676 2663.2 19.81 120.35 0.0 0.0 29.3 <br /> 95.00 0.2500 28.879 22.716 2352.4 18.96 115.52 79.1 160.4 381.8 <br /> 100.00 0.2500 27.629 21.725 2057.6 18.08 110.52 80.1 146.7 378.1 <br /> 105.00 0.2500 26.380 20.733 1788.5 17.20 105.52 81.2 133.5 361.2 <br /> 108.00 0.2500 25.630 20.138 1638.9 16.67 102.52 81.8 125.9 208.6 <br /> 110.00 0.2500 25.130 19.741 1543.9 16.31 100.52 82.2 121.0 135.7 <br /> 115.00 0.2500 23.880 18.750 1322.8 15.43 95.52 82.5 109.1 327.4 <br /> 120.00 0.2500 22.630 17.758 1123.8 14.55 90.52 82.5 97.8 310.6 <br /> 123.37 Bot-Section 4 0.2500 21.788 17.090 1001.6 13.96 87.15 82.5 90.5 199.8 <br /> 125.00 0.2500 21.381 16.766 945.8 13.67 85.52 82.5 87.1 165.8 <br /> 126.62 Top-Section 3 0.1875 21.351 12.594 712.7 18.67 113.87 0.0 0.0 161.6 <br /> 130.00 0.1875 20.506 12.091 630.7 17.87 109.36 80.4 60.6 142.0 <br /> 135.00 0.1875 19.256 11.348 521.3 16.70 102.70 81.8 53.3 199.4 <br /> 140.00 0.1875 18.006 10.604 425.4 15.52 96.03 82.5 46.5 186.7 <br /> 145.00 0.1875 16.756 9.860 342.0 14.35 89.37 82.5 40.2 174.1 <br /> 148.00 0.1875 16.007 9.414 297.6 13.64 85.37 82.5 36.6 98.4 <br /> 18246.6 <br /> Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. <br />