6107 BERKSHIRE DR T MOBILE ANTENNA 2019-07-12

Job Page tnxTower Everett Monopole (BU 823967) 33 of 34 Tower Engineering Project Date Professionals,Inc. TEP No.46303.166106 06:26:31 08/01/18 326 Tryon Road Raleigh,NC 27603-5263 Client Designed by Phone:(919)661-6351 Crown Castle TLI FAX:(919)661-6350 Pole Bending Design Data Section Elevation Size M. OM Ratio M,y •M,e. Ratio No. Mar MuY ft kip ft kip ft oM. kip ft kip ft QM.r Ll 127-122(1) TP16.9698x16x0.1875 46.68 252.30 0.185 0.00 252.30 0.000 L2 122-117(2) TP17.9396x16.9698x0.1875 96.05 277.21 0.346 0.00 277.21 0.000 L3 117-112(3) TP18.9094x17.9396x0.1875 161.50 302.64 0.534 0.00 302.64 0.000 L4 112-107(4) TP19.8792x18.9094x0.1875 229.47 328.49 0.699 0.00 328.49 0.000 L5 107-102(5) TP20.8491x19.8792x0.1875 299.37 354.67 0.844 0.00 354.67 0.000 L6 102-100.25 TP21.1885x20.8491x0.1875 324.34 363.89 0.891 0.00 363.89 0.000 (6) L7 100.25-100 TP21.237x21.1885x0.4175 327.93 864.63 0.379 0.00 864.63 0.000 (7) L8 100-95(8) TP22.2068x21.237x0.4075 401.32 926.46 0.433 0.00 926.46 0.000 L9 95-87.25(9) TP23.71x22.2068x0.3975 466.03 975.31 0.478 0.00 975.31 0.000 L10 87.25-86.25 TP23.5136x22.6561x0.25 537.01 638.42 0.841 0.00 638.42 0.000 (10) L11 86.25-81.25 TP24.4664x23.5136x0.25 618.17 682.46 0.906 0.00 682.46 0.000 (11) L12 81.25-76.25 TP25.4191x24.4664x0.25 701.40 727.10 0.965 0.00 727.10 0.000 (12) L13 76.25-75(13) TP25.6573x25.4191x0.25 722.53 738.35 0.979 0.00 738.35 0.000 L14 75-74.75(14) TP25.705x25.6573x0.505 726.77 1532.26 0.474 0.00 1532.26 0.000 L15 74.75-69.75 TP26.6577x25.705x0.49 812.94 1605.19 0.506 0.00 1605.19 0.000 (15) L16 69.75-64.75 TP27.6105x26.6577x0.48 901.64 1691.98 0.533 0.00 1691.98 0.000 (16) L17 64.75-59.75 TP28.5632x27.6105x0.47 992.87 1778.08 0.558 0.00 1778.08 0.000 (17) L18 59.75-52(18) TP30.04x28.5632x0.465 1058.22 1845.35 0.573 0.00 1845.35 0.000 • L19 52-51(19) TP29.7292x28.73x0.3125 1158.76 1271.13 0.912 0.00 1271.13 0.000 L20 51-46(20) TP30.6808x29.7292x0.3125 1256.78 1340.04 0.938 0.00 1340.04 0.000 L21 46-41(21) TP31.6324x30.6808x0.3125 1356.64 1409.70 0.962 0.00 1409.70 0.000 L22 41-36(22) TP32.5839x31.6324x0.3125 1458.30 1480.03 0.985 0.00 1480.03 0.000 L23 36-34.25(23) TP32.917x32.5839x0.3125 1494.32 1504.78 0.993 0.00 1504.78 0.000 L24 34.25-34(24) TP32.9646x32.917x0.5725 1499.48 2876.75 0.521 0.00 2876.75 0.000 L25 34-29(25) TP33.9162x32.9646x0.5675 1604.01 3024.49 0.530 0.00 3024.49 0.000 L26 29-24(26) TP34.8678x33.9162x0.5575 1710.78 3147.39 0.544 0.00 3147.39 0.000 L27 24-17(27) TP36.2x34.8678x0.5525 1754.10 3190.69 0.550 0.00 3190.69 0.000 L28 17-16(28) TP35.7509x34.63x0.375 1886.22 2204.39 0.856 0.00 2204.39 0.000 L29 16-11(29) TP36.685x35.7509x0.375 1998.23 2301.77 0.868 0.00 2301.77 0.000 L30 11-6(30) TP37.6191x36.685x0.375 2111.55 2400.03 0.880 0.00 2400.03 0.000 L31 6-1(31) TP38.5532x37.6191x0.375 2226.17 2499.08 0.891 0.00 2499.08 0.000 L32 1-0(32) TP38.74x38.5532x0.375 2249.25 2518.98 0.893 0.00 2518.98 0.000 Pole Shear Design Data Section Elevation Size Actual OV Ratio Actual OT Ratio No. V V T T ft K K (1)17,, kip ft kip ft OT Ll 127-122(1) TP16.9698x16x0.1875 6.15 370.16 0.017 0.92 513.52 0.002 L2 122-117(2) TP17.9396x16.9698x0.1875 12.60 384.26 0.033 0.35 564.11 0.001 L3 117-112(3) TP18.9094x17.9396x0.1875 13.40 397.56 0.034 0.27 615.75 0.000 L4 112-107(4) TP19.8792x18.9094x0.1875 13.79 410.07 0.034 0.26 668.23 0.000 L5 107-102(5) TP20.8491x19.8792x0.1875 14.18 421.77 0.034 0.26 721.37 0.000 L6 102-100.25 TP21.1885x20.8491x0.1875 14.37 425.69 0.034 0.26 740.09 0.000