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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 44 <br /> Section Elevation Size L L„ KUr A P„ $Pn Ratio <br /> No. P„ <br /> ft ft ft in2 K K -_ (I)pn <br /> (27) 9 <br /> L28 17-16(28) TP35.7461x34.6234x0.37 6.00 0.00 0.0 42.710 -24.58 2498.57 0.010 <br /> 5 6 <br /> L29 16-11 (29) TP36.6817x35.7461x0.37 5.00 0.00 0.0 43.840 -25.58 2564.66 0.010 <br /> 5 4 <br /> L30 11 -6(30) TP37.6173x36.6817x0.37 5.00 0.00 0.0 44.970 -26.60 2630.75 0.010 <br /> 5 1 <br /> L31 6-1 (31) TP38.5529x37.6173x0.37 5.00 0.00 0.0 46.099 -27.64 2696.84 0.010 <br /> 5 8 <br /> L32 1 -0(32) TP38.74x38.5529x0.375 1.00 0.00 0.0 46.325 -27.85 2710.06 0.010 <br /> 7 <br /> Pole Bending Design Data <br /> Section Elevation Size M„X ,..,.. . <br /> �MnX Ratio M„y 4M„y Ratio <br /> No. M x M„y <br /> ft kip-ft kip-ft 4M x kip-ft kip-ft •Mny <br /> L1 127-122(1) TP16.9698x16x0.1875 29.60 247.76 0.119 0.00 247.76 0.000 <br /> L2 122-117(2) TP17.9396x16.9698x0.18 56.43 272.13 0.207 0.00 272.13 0.000 <br /> 75 <br /> L3 117-112(3) TP18.9094x17.9396x0.18 97.95 296.98 0.330 0.00 296.98 0.000 <br /> 75 <br /> L4 112-107(4) TP19.8792x18.9094x0.18 141.69 322.23 0.440 0.00 322.23 0.000 <br /> 75 <br /> L5 107-102(5) TP20.8491x19.8792x0.18 186.75 347.77 0.537 0.00 347.77 0.000 <br /> 75 <br /> L6 102-99.75 TP21.2855x20.8491x0.18 207.48 359.34 0.577 0.00 359.34 0.000 <br /> (6) 75 <br /> L7 99.75-99.5 TP21.334x21.2855x0.425 209.80 887.51 0.236 0.00 887.51 0.000 <br /> (7) <br /> L8 99.5-94.5(8) TP22.3038x21.334x0.406 257.14 932.09 0.276 0.00 932.09 0.000 <br /> 3 <br /> L9 94.5-87.25 TP23.71x22.3038x0.4 293.78 981.12 0.299 0.00 981.12 0.000 <br /> (9) <br /> L10 87.25-86.25 TP23.5136x22.6561x0.25 339.12 626.78 0.541 0.00 626.78 0.000 <br /> (10) <br /> L11 86.25-81.25 TP24.4664x23.5136x0.25 390.94 669.84 0.584 0.00 669.84 0.000 <br /> (11) <br /> L12 81.25-76.25 TP25.4191x24.4664x0.25 444.09 713.47 0.622 0.00 713.47 0.000 <br /> (12) <br /> L13 76.25- TP25.7406x25.4191x0.25 462.33 728.30 0.635 0.00 728.30 0.000 <br /> 74.563(13) <br /> L14 74.563- TP25.7882x25.7406x0.5 465.05 1528.13 0.304 0.00 1528.13 0.000 <br /> 74.313(14) <br /> L15 74.313- TP26.741x25.7882x0.493 520.35 1627.18 0.320 0.00 1627.18 0.000 <br /> 69.313(15) 8 <br /> L16 69.313- TP27.6937x26.741x0.487 577.39 1727.65 0.334 0.00 1727.65 0.000 <br /> 64.313(16) 5 <br /> L17 64.313- TP28.6465x27.6937x0.47 636.18 1806.80 0.352 0.00 1806.80 0.000 <br /> 59.313(17) 5 <br /> L18 59.313-52 TP30.04x28.6465x0.4688 673.03 1859.51 0.362 0.00 1859.51 0.000 <br /> (18) <br /> L19 52-51 (19) TP29.7293x28.7302x0.31 737.81 1247.88 0.591 0.00 1247.88 0.000 <br /> 25 <br /> L20 51 -46(20) TP30.6809x29.7293x0.31 801.03 1315.24 0.609 0.00 1315.24 0.000 <br /> 25 <br /> L21 46-41 (21) TP31.6325x30.6809x0.31 865.51 1383.32 0.626 0.00 1383.32 0.000 <br /> 25 <br /> L22 41 -36(22) TP32.584x31.6325x0.312 931.23 1452.00 0.641 0.00 1452.00 0.000 <br /> 5 <br /> L23 36-33.948 TP32.9746x32.584x0.312 958.58 1480.35 0.648 0.00 1480.35 0.000 <br /> (23) 5 <br /> L24 33.948- TP33.0221x32.9746x0.57 961.92 2899.00 0.332 0.00 2899.00 0.000 <br /> 33.698(24) 5 <br /> L25 33.698- TP33.9737x33.0221x0.57 1029.69 3073.06 0.335 0.00 3073.06 0.000 <br /> tnxTower Report-version 8.0.9.0 <br />