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Additional Calculations <br /> Section Moment of Inertia(in') Area(in2) l %Capacity <br /> Elevation(ft) <br /> Pole Reinf. Total Pole Reinf. Total Pole R1 R2 R3 <br /> 127-122 365 n/a 365 10.12 n/a 10.12 . 18.9% <br /> 122-117 432 n/a 432 10.70 n/a 10.70 35.4% <br /> 117-112 506 n/a 506 11.29 n/a 11.29 54.1% <br /> 112-107 589 n/a 589 11.87 n/a 11.87 70.6% <br /> 107-102 681 n/a 681 12.46 n/a 12.46 85.1% <br /> 102-100.25 715 n/a 715 12.66 n/a 12.66 89.8% <br /> 100.25-100 720 846 1566 12.69 13.50 26.19 40.3% 65.0% <br /> 100-95 824 921 1745 13.28 13.50 26.78 47.2% 74.5% <br /> 95-90.75 920 986 1906 13.77 13.50 27.27 52.9% 81.9% <br /> 90.75-86.25 1295 n/a 1295 18.70 n/a 18.70 84.6% <br /> 86.25-81.25 1461 n/a 1461 19.47 n/a 19.47 91.1% <br /> 81.25-76.25 1640 n/a 1640 20.23 n/a 20.23 97.0% <br /> 76.25-75 1688 n/a 1688 20.42 n/a 20.42 98.4% <br /> 75-74.75 1697 1632 3329 20.46 18.00 38.46 48.7% 74.1% <br /> 74.75-69.75 1895 1749 3644 21.23 18.00 39.23 52.4% 78.5% <br /> 69.75-64.75 2107 1870 3977 21.99 18.00 39.99 55.9% 82.5% <br /> 64.75 59.75 2335 1994 - 4329 22.76 . 18.00 40.76 59.4% 86.2% <br /> 59.75-56.25 2504 2084 4588 23.30 18.00 41.30 61.8% 88.7% <br /> 56.25-51 3274; n/a 3274 29.56 n/a 29.56 91.7% <br /> 51-46 3602 n/a 3602 30.51 n/a 30.51 94.3% <br /> 46-41 3951 n/a 3951 31.47 n/a 31.47 96.8% <br /> 41-36 4322 n/a 4322 32.43 n/a 32.43 99.1% <br /> 36-34.25 4458 n/a, 4458 32.76 n/a 3276 99.9% <br /> 34.25-34 4477 3611 8089 32.81 24.38 57.18 53.6% 79.1% <br /> 34-29 4880 3812 8693 3177 24.38 58.14 55.5% "80.9% <br /> 29-24 5307 4019 9326 34.72 24.38 59.10 57.5% 82.7% <br /> 24-22 5484 4103 9587 3110 24:38 59.48<' 58.2% 813% <br /> 22-16 6833 n/a 6833 42.66 n/a 42.66 86.1% <br /> 16-11 7388 n/a 7388 43.78 n/a 43.78 87.4% <br /> 11-6 7973 n/a 7973 44.91 n/a 44.91 88.6% <br /> 6-1 8588 n/a 8588 46.03 n/a 46.03 89.7% <br /> 1-0 8715 n/a 8715 46.26 n/a 46.26 89.9% <br /> Note:Section capacity checked in 5 degree increments. <br /> CCIpoIe-version 4.0.1 Page 5 Analysis Date: 8/1/2018 <br />