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May 25, 2021 <br /> 127 Ft Monopole Tower Structural Analysis CCI BU No 823967 <br /> Project Number 406642, Order 546770, Revision 1 Page 45 <br /> Section Elevation Size K,; (11.Mnx Ratio M„,, 4M y Ratio <br /> No. Mux M y. <br /> ft kip-ft kip-ft +M x kip-ft kip-ft 4M r <br /> 28.698(25) 5 <br /> L26 28.698- TP34.9253x33.9737x0.56 1099.02 3184.97 0.345 0.00 3184.97 0.000 <br /> 23.698(26) 25 <br /> L27 23.698-17 TP36.2x34.9253x0.5625 1122.90 3245.63 0.346 0.00 3245.63 0.000 <br /> (27) <br /> L28 17-16(28) TP35.7461x34.6234x0.37 1208.75 2163.52 0.559 0.00 2163.52 0.000 <br /> 5 <br /> L29 16-11 (29) TP36.6817x35.7461x0.37 1281.68 2258.88 0.567 0.00 2258.88 0.000 <br /> 5 <br /> L30 11 -6(30) TP37.6173x36.6817x0.37 1355.62 2355.05 0.576 0.00 2355.05 0.000 <br /> 5 <br /> L31 6-1 (31) TP38.5529x37.6173x0.37 1430.59 2451.98 0.583 0.00 2451.98 0.000 <br /> 5 <br /> L32 1 -0(32) TP38.74x38.5529x0.375 1445.72 2471.45 0.585 0.00 2471.45 0.000 <br /> Pole Shear Design Data <br /> Section Elevation Size Actual chV„ Ratio Actual cl).T„ <br /> Ratio <br /> No. V Vr, T„ T <br /> ft K K (1)14„ kip-ft kip-ft (I)7•n__ <br /> L1 127-122(1) TP16.9698x16x0.1875 4.08 177.82 0.023 0.12 262.51 0.000 <br /> L2 122-117(2) TP17.9396x16.9698x0.18 7.73 188.10 0.041 0.17 29372 0.001 <br /> 75 <br /> L3 117-112(3) TP18.9094x17.9396x0.18 8.62 198.37 0.043 0.20 326.69 0.001 <br /> 75 <br /> L4 112-107(4) TP19.8792x18.9094x0.18 8.89 208.65 0.043 0.20 361.41 0.001 <br /> 75 <br /> L5 107-102(5) 1P20.8491 x19.8792x0.18 9.15 218.93 0.042 0.20 397.89 0.000 <br /> 75 <br /> L6 102-99.75 1P21.2855x20.8491 x0.18 9.28 223.55 0.042 0.20 414.87 0.000 <br /> (6) 75 <br /> L7 99.75-99.5 TP21.334x21.2855x0.425 9.30 502.17 0.019 0.20 923.61 0.000 <br /> (7) <br /> L8 99.5-94.5(8) TP22.3038x21.334x0.406 9.65 502.71 0.019 0.20 968.32 0.000 <br /> 3 <br /> L9 94.5-87.25 TP23.71x22.3038x0.4 9.91 511.56 0.019 0.20 1018.37 0.000 <br /> (9) <br /> L10 87.25-86.25 TP23.5136x22.6561x0.25 10.24 328.66 0.031 0.20 672.55 0.000 <br /> (10) <br /> L11 86.25-81.25 TP24.4664x23.5136x0.25 10.50 342.12 0.031 0.20 728.77 0.000 <br /> (11) <br /> L12 81.25-76.25 TP25.4191x24.4664x0.25 10.77 355.58 0.030 0.20 787.24 0.000 <br /> (12) <br /> L13 76.25- TP25.7406x25.4191x0.25 10.88 360.13 0.030 0.20 807.48 0.000 <br /> 74.563(13) <br /> L14 74.563- TP25.7882x25.7406x0.5 10.88 714.53 0.015 0.20 1589.43 0.000 <br /> 74.313(14) <br /> L15 74.313- TP26.741x25.7882x0.493 11.24 732.36 0.015 0.20 1690.86 0.000 <br /> 69.313(15) 8 <br /> L16 69.313- TP27.6937x26.741x0.487 11.59 749.51 0.015 0.19 1793.68 0.000 <br /> 64.313(16) 5 <br /> L17 64.313- TP28.6465x27.6937x0.47 11.94 756.20 0.016 0.19 1873.90 0.000 <br /> 59.313(17) 5 <br /> L18 59.313-52 TP30.04x28.6465x0.4688 12.14 761.88 0.016 0.19 1927.50 0.000 <br /> (18) <br /> L19 52-51 (19) TP29.7293x28.7302x0.31 12.53 519.49 0.024 0.19 1344.23 0.000 <br /> 25 <br /> L20 51 -46(20) TP30.6809x29.7293x0.31 12.78 536.30 0.024 0.19 1432.60 0.000 <br /> 25 <br /> L21 46-41 (21) TP31.6325x30.6809x0.31 13.03 553.10 0.024 0.19 1523.79 0.000 <br /> 25 <br /> L22 41 -36(22) TP32.584x31.6325x0.312 13.28 569.90 0.023 0.19 1617.79 0.000 <br /> 5 <br /> L23 36-33.948 TP32.9746x32.584x0.312 13.39 576.80 0.023 0.19 1657.18 0.000 <br /> (23) 5 <br /> tnxTower Report-version 8.0.9.0 <br /> 14b't.0(0 <br />