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Pole: 782350 Code: ANSI1TIA-222 Rev G Y <br /> Location: Badger Road,Madison,WI Struct Class: II 1/26/2015 2:07:07 PM <br /> Height: 110.0 (ft) Exposure Category: C Page: 7 <br /> Base Dia: 49.75 (in) Topographic Category: 1 <br /> Top Dia: 24.59 (in) Base Bev: 0.000 (ft) <br /> Shape: 16 Sides <br /> 4/ X Taper: 0.234980 (in/ft) ©2007-2015byATCIPLLC. All rights reserved. <br /> Load Case: 0.9D+1.6W 90.00 mph with No Ice(Reduced DL) 18 Iterations <br /> Gust Response Factor: 1.10 Wind Importance Factor:1.00 <br /> Dead Load Factor: 0.90 <br /> Wind Load Factor: 1.60 <br /> Shaft Segment Forces (Factored) <br /> Seg Top Ice Wind Dead Tot Dead <br /> Bev qz qzGh C Thick Tributary Aa CfAa Force X Load Ice i-oaa <br /> (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) <br /> 0.00 1.00 0.85 16.744 18.41 350.74 0.750 0.000 0.00 0.000 0.00 0.0 0.0 0.0 <br /> 5.00 1.00 0.85 16.744 18.41 342.46 0.750 0.000 5.00 20.886 15.66 461.6 0.0 1,041.3 <br /> 10.00 1.00 0.85 16.744 18.41 334.17 0.750 0.000 5.00 20.387 15.29 450.6 0.0 1.016.2 <br /> 15.00 1.00 0.85 16.744 18.41 325.89 0.750 0.000 5.00 19.887 14.92 439.6 0.0 991.1 <br /> 20.00 1.00 0.90 17.766 19.54 327.16 0.750 0.000 5.00 19.388 14.54 454.7 0.0 966.0 <br /> 25.00 1.00 0.94 18.621 20.48 326.20 0.750 0.000 5.00 18.889 14.17 464.3 0.0 940.8 <br /> 30.00 1.00 0.98 19.350 21.28 323.61 0.750 0.000 5.00 18.390 13.79 469.7 0.0 915.7 <br /> 35.00 1.00 1.01 19.988 21.98 319.86 0.750 0.000 5.00 17.891 13.42 472.0 0.0 890.6 <br /> 40.00 1.00 1.04 20.558 22.61 315.21 0.750 0.000 5.00 17.392 13.04 471.9 0.0 865.5 <br /> 45.00 1.00 1.07 21.074 23.18 309.85 0.750 0.000 5.00 16.893 12.67 469.9 0.0 840.4 <br /> 47.25 Bot-Section 2 1.00 1.08 21.291 23.42 307.24 0.750 0.000 2.25 7.439 5.58 209.1 0.0 370.0 <br /> 50.00 1.00 1.09 21.547 23.70 303.91 0.750 0.000 2.75 9.115 6.84 259.3 0.0 802.4 <br /> 53.00 Top-Section 1 1.00 1.10 21.812 23.99 300.10 0.750 0.000 3.00 9.772 7.33 281.4 0.0 859.9 <br /> 55.00 1.00 1.11 21.983 24.18 303.03 0.750 0.000 2.00 6.415 4.81 186.1 0.0 251.2 <br /> 56.00 Appertunance(s) 1.00 1.12 22.067 24.27 301.71 0.750 0.000 1.00 3.177 2.38 92.6 0.0 124.4 <br /> 60.00 1.00 1.13 22.390 24.62 296.24 0.750 0.000 4.00 12.510 9.38 369.7 0.0 489.8 <br /> 65.00 1.00 1.15 22.770 25.04 289.09 0.750 0.000 5.00 15.188 11.39 456.5 0.0 594.5 <br /> 70.00 1.00 1.17 23.128 25.44 281.62 0.750 0.000 5.00 14.689 11.02 448.4 0.0 574.8 <br /> 75.00 Appertunance(s) 1.00 1.19 23.467 25.81 273.87 0.750 0.000 5.00 14.190 10.64 439.5 0.0 555.1 <br /> 80.00 1.00 1.20 23.788 26.16 265.86 0.750 0.000 5.00 13.691 10.27 429.9 0.0 535.3 <br /> 85.00 1.00 1.22 24.093 26.50 257.63 0.750 0.000 5.00 13.192 9.89 419.5 0.0 515.6 <br /> 89.08 Appertunance(s) 1.00 1.23 24.332 26.76 250.75 0.750 0.000 4.08 10.395 7.80 333.9 0.0 406.1 <br /> 90.00 1.00 1.23 24.385 26.82 249.19 0.750 0.000 0.92 2.298 1.72 74.0 0.0 89.8 <br /> 95.00 1.00 1.25 24.664 27.13 240.56 0.750 0.000 5.00 12.193 9.15 397.0 0.0 476.2 <br /> 100.0 Top-Section 2 1.00 1.26 24.932 27.42 231.75 0.750 0.000 5.00 11.694 8.77 384.9 0.0 456.4 <br /> 104.0 Appertunance(s) 1.00 1.27 25.138 27.65 224.59 0.750 0.000 4.00 8.996 6.75 298.5 0.0 256.1 <br /> 105.0 1.00 1.27 25.189 27.70 222.78 0.750 0.000 1.00 2.199 1.65 73.1 0.0 62.6 <br /> 107.0 Appertunance(s) 1.00 1.28 25.289 27.81 219.16 0.750 0.000 2.00 4.338 3.25 144.8 0.0 123.5 <br /> 110.0 Appertunance(s) 1.00 1.29 25.437 27.98 213.67 0.750 0.000 3.00 6.358 4.77 213.5 0.0 180.9 <br /> Totals: 110.00 9,665.9 0.0 16,192.4 <br />