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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 47 <br /> Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria <br /> No. P„ M„, M„y V„ T Stress Stress <br /> ft •Pn cbM,, (l)Mny (I)V„ 4)Tn Ratio Ratio <br /> L26 28.698- 0.006 0.345 0.000 0.013 0.000 0.351 1.050 4.8.2 <br /> 23.698(26) <br /> L27 23.698-17 0.006 0.346 0.000 0.013 0.000 0.352 1.050 4.8.2 <br /> (27) <br /> L28 17-16(28) 0.010 0.559 0.000 0.019 0.000 0.569 1.050 4.8.2 <br /> L29 16-11 (29) 0.010 0.567 0.000 0.019 0.000 0.578 1.050 4.8.2 <br /> L30 11 -6(30) 0.010 0.576 0.000 0.019 0.000 0.586 1.050 4.8.2 <br /> L31 6-1 (31) 0.010 0.583 0.000 0.019 0.000 0.594 1.050 4.8.2 <br /> L32 1 -0(32) 0.010 0.585 0.000 0.019 0.000 0.596 1.050 4.8.2 <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P 0Panow % Pass <br /> No. ft Type Element K K Capacity Fail <br /> L1 127-122 Pole TP16.9698x16x0.1875 1 -4.13 622.38 12.1 Pass <br /> L2 122-117 Pole TP17.9396x16.9698x0.1875 2 -7.28 658.34 21.0 Pass <br /> L3 117-112 Pole TP18.9094x17.9396x0.1875 3 -8.16 694.31 32.8 Pass <br /> L4 112-107 Pole TP19.8792x18.9094x0.1875 4 -8.47 730.27 43.2 Pass <br /> L5 107-102 Pole TP20.8491x19.8792x0.1875 5 -8.80 766.24 52.5 Pass <br /> L6 102-99.75 Pole TP21.2855x20.8491x0.1875 6 -8.95 782.43 56.3 Pass <br /> L7 99.75-99.5 Pole TP21.334x21.2855x0.425 7 -8.99 1757.61 23.1 Pass <br /> L8 99.5-94.5 Pole TP22.3038x21.334x0.4063 8 -9.58 1759.50 26.9 Pass <br /> L9 94.5-87.25 Pole TP23.71x22.3038x0.4 9 -10.03 1790.47 29.1 Pass <br /> L10 87.25-86.25 Pole TP23.5136x22.6561x0.25 10 -10.81 1150.32 52.6 Pass <br /> L11 86.25-81.25 Pole TP24.4664x23.5136x0.25 11 -11.30 1197.43 56.6 Pass <br /> L12 81.25-76.25 Pole TP25.4191x24.4664x0.25 12 -11.81 1244.54 60.3 Pass <br /> L13 76.25-74.563 Pole TP25.7406x25.4191x0.25 13 -11.98 1260.44 61.5 Pass <br /> L14 74.563-74.313 Pole TP25.7882x25.7406x0.5 14 -12.03 2500.86 29.5 Pass <br /> L15 74.313-69.313 Pole TP26.741x25.7882x0.4938 15 -12.88 2563.25 31.0 Pass <br /> L16 69.313-64.313 Pole TP27.6937x26.741x0.4875 16 -13.76 2623.28 32.4 Pass <br /> L17 64.313-59.313 Pole TP28.6465x27.6937x0.475 17 -14.66 2646.70 34.1 Pass <br /> L18 59.313-52 Pole TP30.04x28.6465x0.4688 18 -15.22 2666.57 35.1 Pass <br /> L19 52-51 Pole TP29.7293x28.7302x0.3125 19 -16.64 1818.22 57.3 Pass <br /> L20 51 -46 Pole TP30.6809x29.7293x0.3125 20 -17.36 1877.03 59.0 Pass <br /> L21 46-41 Pole TP31.6325x30.6809x0.3125 21 -18.10 1935.85 60.6 Pass <br /> L22 41 -36 Pole TP32.584x31.6325x0.3125 22 -18.87 1994.66 62.1 Pass <br /> L23 36-33.948 Pole TP32.9746x32.584x0.3125 23 -19.19 2018.80 62.7 Pass <br /> L24 33.948-33.698 Pole TP33.0221x32.9746x0.575 24 -19.26 3690.16 32.1 Pass <br /> L25 33.698-28.698 Pole TP33.9737x33.0221x0.575 25 -20.51 3798.39 32.5 Pass <br /> L26 28.698-23.698 Pole TP34.9253x33.9737x0.5625 26 -21.79 3823.07 33.4 Pass <br /> L27 23.698-17 Pole TP36.2x34.9253x0.5625 27 -22.23 3859.02 33.5 Pass <br /> L28 17-16 Pole TP35.7461x34.6234x0.375 28 -24.58 2623.50 54.2 Pass <br /> L29 16-11 Pole TP36.6817x35.7461x0.375 29 -25.58 2692.89 55.0 Pass <br /> L30 11 -6 Pole TP37.6173x36.6817x0.375 30 -26.60 2762.29 55.8 Pass <br /> L31 6-1 Pole TP38.5529x37.6173x0.375 31 -27.64 2831.68 56.6 Pass <br /> L32 1 -0 Pole TP38.74x38.5529x0.375 32 -27.85 2845.56 56.7 Pass <br /> Summary <br /> Pole(L23) 62.7 Pass <br /> RATING= 62.7 Pass <br /> *NOTE: Above stress ratios for reinforced sections are approximate. More exact calculations are <br /> presented in Appendix C <br /> tnxTower Report-version 8.0.9.0 <br />