6107 BERKSHIRE DR T MOBILE ANTENNA 2019-07-12

Page rower Job Everett Monopole (BU 823967) 21 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 tz Ac F AF AR Arg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf in ft2 e ft2 ft2 .ft2 fie ft2 L21 43.4873 1.062 2.325 0.5140 13.822 A 0.000 13.822 13.822 100.00 3.395 0.000 46.0000-41.0000 B 0.000 13.822 100.00 2.005 0.000 C 0.000 13.822 100.00 0.000 0.000 L22 38.4877 1.035 2.266 0.5078 14.228 A 0.000 14.228 14.228 100.00 3.375 0.000 41.0000-36.0000 B 0.000 14.228 100.00 2.224 0.000 C 0.000 14.228 100.00 0.227 0.000 L23 35.1235 1.015 2.223 0.5031 5.075 A 0.000 5.075 5.075 100.00 1.176 0.000 36.0000-34.2500 B 0.000 5.075 100.00 1.092 0.000 C 0.000 5.075 100.00 0.395 0.000 L24 34.1250 1.009 2.209 0.5017 0.727 A 0.000 0.727 0.727 100.00 0.168 0.000 34.2500-34.0000 B 0.000 0.727 100.00 0.156 0.000 C 0.000 0.727 100.00 0.056 0.000 L25 31.4881 0.992 2.172 0.4977 14.756 A 0.000 14.756 14.756 100.00 3.342 0.000 34.0000-29.0000 B 0.000 14.756 100.00 3.107 0.000 C 0.000 14.756 100.00 1.123 0.000 L26 26.4885 0.957 2.094 0.4891 15.161 A 0.000 15.161 15.161 100.00 3.315 0.000 29.0000-24.0000 B 0.000 15.161 100.00 3.088 0.000 C 0.000 15.161 100.00 1.114 0.000 L27 20.4781 0.906 1.984 0.4767 21.902 A 0.000 21.902 21.902 100.00 4.584 0.000 24.0000-17.0000 B 0.000 21.902 100.00 4.284 0.000 C 0.000 21.902 100.00 1.542 0.000 L28 16.4996 0.866 1.896 0.4665 3.145 A 0.000 3.145 3.145 100.00 0.655 0.000 17.0000-16.0000 B 0.000 3.145 100.00 0.392 0.000 C 0.000 3.145 100.00 0.000 0.000 L29 13.4893 0.85 1.860 0.4572 15.949 A 0.000 15.949 15.949 100.00 3.211 0.000 16.0000-11.0000 B 0.000 15.949 100.00 1.934 0.000 C 0.000 15.949 100.00 0.000 0.000 L30 8.4895 0.85 1.860 0.4365 16.335 A 0.000 16.335 16.335 100.00 3.144 0.000 11.0000-6.0000 B 0.000 16.335 100.00 1.908 0.000 C 0.000 16.335 100.00 0.000 0.000 L31 3.4898 0.85 1.860 0.3994 16.707 A 0.000 16.707 16.707 100.00 3.023 0.000 6.0000-1.0000 B 0.000 16.707 100.00 1.862 0.000 C 0.000 16.707 100.00 0.000 0.000 L32 0.4996 0.85 1.860 0.3288 3.378 A 0.000 3.378 3.378 100.00 0.559 0.000 1.0000-0.0000 B 0.000 3.378 100.00 0.355 0.000 C 0.000 3.378 100.00 0.000 0.000 Tower Pressure - Service GH=1.100 Section z Kz q, Ac F AF AR Akg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e {t2 -fg ft2 ft2 ft2 Ll 124.4755 1.325 10.38 7.083 A J 0.000 7.083 7.083 100.00 0.362 0.000 127.0000-122. 2 B 0.000 7.083 100.00 0.000 0.000 0000 C 0.000 7.083 100.00 0.000 0.000 L2 119.4768 1.314 10.29 7.502 A 0.000 7.502 7.502 100.00 1.017 0.000 122.0000-117. 3 B 0.000 7.502 100.00 0.654 0.000 0000 C 0.000 7.502 100.00 0.000 0.000 L3 114.4781 1.302 10.20 7.920 A 0.000 7.920 7.920 100.00 1.452 0.000 117.0000-112. 1 B 0.000 7.920 100.00 1.090 0.000 0000 C 0.000 7.920 100.00 0.000 0.000 L4 109.4792 1.29 10.10 8.338 A 0.000 8.338 8.338 100.00 1.452 0.000