6107 BERKSHIRE DR T MOBILE ANTENNA 2019-07-12

Job Page tnxTower Everett Monopole (BU 823967) 19 of 34 Tower Engineering Project Date Professionals,Inc. TEP No. 46303.166106 06:26:31 08/01/18 326 Tryon Road Raleigh,NC 2 7603-52 63 Client Designed by Phone:(919)661-6351 Crown Castle TLI FAX:(919)661-6350 Section z Kz qz AG F AF AR Aleg Leg CAAA CAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 64.7500-59.75 5 B 0.000 12.047 100.00 1.090 0.000 00 C 0.000 12.047 100.00 0.000 0.000 L18 55.8425 1.12 19.67 19.486 A 0.000 19.486 19.486 100.00 3.801 0.000 59.7500-52.00 1 B 0.000 19.486 100.00 1.690 0.000 00 C 0.000 19.486 100.00 0.000 0.000 L19 51.4995 1.101 19.33 2.547 A 0.000 2.547 2.547 100.00 0.290 0.000 52.0000-51.00 9 B 0.000 2.547 100.00 0.218 0.000 00 C 0.000 2.547 100.00 0.000 0.000 L20 48.4869 1.087 19.09 12.983 A 0.000 12.983 12.983 100.00 1.452 0.000 51.0000-46.00 5 B 0.000 12.983 100.00 1.090 0.000 00 C 0.000 12.983 100.00 0.000 0.000 L21 43.4873 1.062 18.66 13.394 A 0.000 13.394 13.394 100.00 1.452 0.000 46.0000-41.00 3 B 0.000 13.394 100.00 1.090 0.000 00 C 0.000 13.394 100.00 0.000 0.000 L22 38.4877 1.035 18.18 13.804 A 0.000 13.804 13.804 100.00 1.452 0.000 41.0000-36.00 9 B 0.000 13.804 100.00 1.215 0.000 00 C 0.000 13.804 100.00 0.125 0.000 L23 35.1235 1.015 17.84 4.929 A 0.000 4.929 4.929 100.00 0.508 0.000 36.0000-34.25 2 B 0.000 4.929 100.00 0.600 0.000 00 C 0.000 4.929 100.00 0.219 0.000 L24 34.1250 1.009 17.73 0.706 A 0.000 0.706 0.706 100.00 0.073 0.000 34.2500-34.00 4 B 0.000 0.706 100.00 0.086 0.000 00 C 0.000 0.706 100.00 0.031 0.000 L25 31.4881 0.992 17.43 14.342 A 0.000 14.342 14.342 100.00 1.452 0.000 34.0000-29.00 6 B 0.000 14.342 100.00 1.715 0.000 00 C 0.000 14.342 100.00 0.625 0.000 L26 26.4885 0.957 16.81 14.754 A 0.000 14.754 14.754 100.00 1.452 0.000 29.0000-24.00 3 B 0.000 14.754 100.00 1.715 0.000 00 C 0.000 14.754 100.00 0.625 0.000 L27 20.4781 0.906 15.92 21.346 A 0.000 21.346 21.346 100.00 2.034 0.000 24.0000-17.00 6 B 0.000 21.346 100.00 2.401 0.000 00 C 0.000 21.346 100.00 0.875 0.000 L28 16.4996 0.866 15.21 3.065 A 0.000 3.065 3.065 100.00 0.290 0.000 17.0000-16.00 8 B 0.000 3.065 100.00 0.218 0.000 00 C 0.000 3.065 100.00 0.000 0.000 L29 13.4893 0.85 14.93 15.568 A 0.000 15.568 15.568 100.00 1.452 0.000 16.0000-11.00 6 B 0.000 15.568 100.00 1.090 0.000 00 C 0.000 15.568 100.00 0.000 0.000 L30 8.4895 0.85 14.93 15.971 A 0.000 15.971 15.971 100.00 1.452 0.000 11.0000-6.000 6 B 0.000 15.971 100.00 1.090 0.000 0 C 0.000 15.971 100.00 0.000 0.000 L31 3.4898 0.85 14.93 16.374 A 0.000 16.374 16.374 100.00 1.452 0.000 6.0000-1.0000 6 B 0.000 16.374 100.00 1.090 0.000 C 0.000 16.374 100.00 0.000 0.000 L32 0.4996 0.85 14.93 3.323 A 0.000 3.323 3.323 100.00 0.290 0.000 1.0000-0.0000 6 B 0.000 3.323 100.00 0.218 0.000 C 0.000 3.323 100.00 0.000 0.000 Tower Pressure With Ice GH=1.100 Section z Kz qz tz AG F AF AR Ai8 Leg CAAA CAAA Elevation a % In Out c Face Face ft ft , psf in ft2 e ft2 ft2 ft2 ft2 ft2