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May 25, 2021 <br /> 127 Ft Monopole Tower Structural Analysis CC/BU No 823967 <br /> Project Number 406642, Order 546770, Revision 1 Page 43 <br /> 71 Yes 6 0.00000001 0.00017658 <br /> 72 Yes 5 0.00000001 0.00042577 <br /> 73 Yes 6 0.00000001 0.00017584 <br /> 74 Yes 5 0.00000001 0.00042438 <br /> Compression Checks <br /> Pole Design Data <br /> Section Elevation Size L L„ Kl/r A P SP„ Ratio <br /> No. P„ <br /> ft ft ft in2 <br /> L1 127-122(1) TP16.9698x16x0.1875 5.00 0.00 0.0 10.132 -4.13 592.74 0.007 <br /> 3 <br /> L2 122-117(2) TP17.9396x16.9698x0.18 5.00 0.00 0.0 10.717 -7.28 626.99 0.012 <br /> 75 8 <br /> L3 117-112(3) TP18.9094x17.9396x0.18 5.00 0.00 0.0 11.303 -8.16 661.25 0.012 <br /> 75 4 <br /> L4 112-107(4) TP19.8792x18.9094x0.18 5.00 0.00 0.0 11.888 -8.47 695.50 0.012 <br /> 75 9 <br /> L5 107-102(5) TP20.8491x19.8792x0.18 5.00 0.00 0.0 12.474 -8.80 729.75 0.012 <br /> 75 4 <br /> L6 102-99.75 TP21.2855x20.8491x0.18 2.25 0.00 0.0 12.737 -8.95 745.17 0.012 <br /> (6) 75 9 <br /> L7 99.75-99.5 TP21.334x21.2855x0.425 0.25 0.00 0.0 28.613 -8.99 1673.91 0.005 <br /> (7) 9 <br /> L8 99.5-94.5(8) TP22.3038x21.334x0.406 5.00 0.00 0.0 28.644 -9.58 1675.71 0.006 <br /> 3 7 <br /> L9 94.5-87.25 TP23.71x22.3038x0.4 7.25 0.00 0.0 29.148 -10.03 1705.21 0.006 <br /> (9) 9 <br /> L10 87.25-86.25 TP23.5136x22.6561x0.25 4.50 0.00 0.0 18.727 -10.81 1095.54 0.010 <br /> (10) 2 <br /> L11 86.25-81.25 TP24.4664x23.5136x0.25 5.00 0.00 0.0 19.494 -11.30 1140.41 0.010 <br /> (11) 2 <br /> L12 81.25-76.25 TP25.4191x24.4664x0.25 5.00 0.00 0.0 20.261 -11.81 1185.28 0.010 <br /> (12) 1 <br /> L13 76.25- TP25.7406x25.4191x0.25 1.69 0.00 0.0 20.519 -11.98 1200.42 0.010 <br /> 74.563(13) 9 <br /> L14 74.563- TP25.7882x25.7406x0.5 0.25 0.00 0.0 40.714 -12.03 2381.77 0.005 <br /> 74.313(14) 0 <br /> L15 74.313- TP26.741x25.7882x0.493 5.00 0.00 0.0 41.729 -12.88 2441.19 0.005 <br /> 69.313(15) 8 8 <br /> L16 69.313- TP27.6937x26.741x0.487 5.00 0.00 0.0 42.707 -13.76 2498.36 0.006 <br /> 64.313(16) 5 0 <br /> L17 64.313- TP28.6465x27.6937x0.47 5.00 0.00 0.0 43.088 -14.66 2520.67 0.006 <br /> 59.313(17) 5 3 <br /> L18 59.313-52 TP30.04x28.6465x0.4688 7.31 0.00 0.0 43.411 -15.22 2539.59 0.006 <br /> (18) 7 <br /> L19 52-51 (19) TP29.7293x28.7302x0.31 5.25 0.00 0.0 29.600 -16.64 1731.64 0.010 <br /> 25 7 <br /> L20 51 -46(20) TP30.6809x29.7293x0.31 5.00 0.00 0.0 30.558 -17.36 1787.65 0.010 <br /> 25 2 <br /> L21 46-41 (21) TP31.6325x30.6809x0.31 5.00 0.00 0.0 31.515 -18.10 1843.67 0.010 <br /> 25 7 <br /> L22 41-36(22) TP32.584x31.6325x0.312 5.00 0.00 0.0 32.473 -18.87 1899.68 0.010 <br /> 5 2 <br /> L23 36-33.948 TP32.9746x32.584x0.312 2.05 0.00 0.0 32.866 -19.19 1922.67 0.010 <br /> (23) 5 2 <br /> L24 33.948- TP33.0221x32.9746x0.57 0.25 0.00 0.0 60.075 -19.26 3514.44 0.005 <br /> 33.698(24) 5 9 <br /> L25 33.698- TP33.9737x33.0221x0.57 5.00 0.00 0.0 61.837 -20.51 3617.51 0.006 <br /> 28.698(25) 5 7 <br /> L26 28.698- TP34.9253x33.9737x0.56 5.00 0.00 0.0 62.239 -21.79 3641.02 0.006 <br /> 23.698(26) 25 6 <br /> L27 23.698-17 TP36.2x34.9253x0.5625 6.70 0.00 0.0 62.824 -22.23 3675.26 0.006 <br /> tnxTower Report-version 8.0.9.0 <br /> gill I Lplfi <br />