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* <br /> Job <br /> ob Page <br /> Everett Monopole (BU 823967) 10 of 31 <br /> Tower Engineering Project Date <br /> Professionals,Inc. TEP No. 46303.166106-Seismic Analysis 06:30:40 08/01/18 <br /> 326 Tryon Road <br /> Raleigh,NC 27603-5263 Client <br /> Phone:(919)661-6351Designed by <br /> FAX:(919)661-6350 Crown Castle TLI <br /> Tower Tower Face Ice Arc AF CAAA CAAA Weight <br /> Section Elevation or Thickness In Face Out Face <br /> ft Leg in ft2 ft2 ft2 ft2 K <br /> L31 6.0000-1.0000 A 1.198 0.000 0.000 5.619 0.000 0.07 <br /> B 0.000 0.000 2.860 0.000 0.04 <br /> C 0.000 0.000 0.000 0.000 0.19 <br /> L32 1.0000-0.0000 A 0.987 0.000 0.000 0.986 0.000 0.01 <br /> B 0.000 0.000 0.519 0.000 0.01 <br /> C 0.000 0.000 0.000 0.000 0.03 <br /> Feed Line Center of Pressure <br /> Section Elevation CPx CPz CPx CPz <br /> Ice Ice <br /> ft in in in in <br /> Ll 127.0000-122.0000 -0.3446 0.0000 -2.2792 0.0000 <br /> L2 122.0000-117.0000 0.3383 -0.6409 -0.5302 -0.9946 <br /> L3 117.0000-112.0000 0.6988 -0.9815 0.0905 -1.3728 <br /> L4 112.0000-107.0000 0.6990 -0.9843 0.0859 -1.4077 <br /> L5 107.0000-102.0000 0.7173 -0.9624 0.1226 -1.3886 <br /> L6 102.0000-100.2500 1.0332 -0.5374 0.7935 -0.5454 <br /> L7 100.2500-100.0000 1.0371 -0.5391 0.7978 -0.5483 <br /> L8 100.0000-95.0000 1.0397 -0.5396 0.8065 -0.5539 <br /> L9 95.0000-87.2500 1.0456 -0.5408 0.8273 -0.5671 <br /> L10 87.2500-86.2500 0.7000 -0.9948 0.0698 -1.5389 <br /> L11 86.2500-81.2500 0.7001 -0.9960 0.0705 -1.5543 <br /> L12 81.2500-76.2500 0.6299 -1.0517 -0.0690 -1.6843 <br /> L13 76.2500-75.0000 0.2615 -1.3360 -0.7501 -2.2114 <br /> L14 75.0000-74.7500 0.2620 -1.3405 -0.7537 -2.2204 <br /> L15 74.7500-69.7500 0.2613 -1.3432 -0.7624 -2.2416 <br /> L16 69.7500-64.7500 0.2601 -1.3485 -0.7783 -2.2808 <br /> L17 64.7500-59.7500 0.2590 -1.3535 -0.7929 -2.3183 <br /> L18 59.7500-52.0000 0.2576 -1.3596 -0.8097 -2.3635 <br /> L19 52.0000-51.0000 0.7009 -1.0059 0.0638 -1.6963 <br /> L20 51.0000-46.0000 0.7010 -1.0067 0.0686 -1.7051 <br /> L21 46.0000-41.0000 0.7010 -1.0079 0.0705 -1.7235 <br /> L22 41.0000-36.0000 0.8009 -0.8871 0.2843 -1.4837 <br /> L23 36.0000-34.2500 1.1723 -0.4353 1.0300 -0.5899 <br /> L24 34.2500-34.0000 1.1755 -0.4363 1.0341 -0.5919 <br /> L25 34.0000-29.0000 1.1771 -0.4364 1.0414 -0.5953 <br /> L26 29.0000-24.0000 1.1799 -0.4367 1.0554 -0.6016 <br /> L27 24.0000-17.0000 1.1833 -0.4370 1.0725 -0.6090 <br /> L28 17.0000-16.0000 0.7016 -1.0134 0.0954 -1.7885 <br /> L29 16.0000-11.0000 0.7016 -1.0140 0.1158 -1.7814 <br /> L30 11.0000-6.0000 0.7016 -1.0148 0.1377 -1.7782 <br /> L31 6.0000-1.0000 0.7016 -1.0157 0.1813 -1.7558 <br /> L32 1.0000-0.0000 0.7017 -1.0162 0.2741 -1.6852 <br /> Note:For pole sections,center of pressure calculations do not consider feed line shielding. <br /> Shielding Factor Ka <br />