1118 80TH ST SW A T AND T WIRELESS ANTENNA 2025-04-23

Page 11CTower Job Paine Field (BU 856390) 19 of 27 Tower Engineering Project Date Professionals TEP No. 62974.851100 08:36:09 05/10/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle Anwar Ibrahim FAX:(919)661-6350 Comb. Description No. 71 1.2 Dead+1.0 Ev+1.0 Eh 300 deg 72 0.9 Dead-1.0 Ev+1.0 Eh 300 deg 73 1.2 Dead+1.0 Ev+1.0 Eh 330 deg 74 0.9 Dead-1.0 Ev+1.0 Eh 330 deg Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb, 0 0 T1 100-80 1.157 43 0.0980 0.0238 T2 80-60 0.755 43 0.0850 0.0225 T3 60-40 0.425 43 0.0664 0.0199 T4 40-30 0.191 43 0.0428 0.0123 T5 30-20 0.106 43 0.0334 0.0085 T6 20-10 0.044 47 0.0230 0.0050 T7 10-0 0.010 47 0.0117 0.0025 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature N ft Comb. in ° ° ft 98' NNH4-65C-R6 43 1.116 0.0968 0.0237 233353 90' CCISeismic Tower Section 1 43 0.951 0.0919 0.0231 116677 89' CCISeismic(8)andrew 43 0.931 0.0913 0.0231 106070 LDFS-50A(7/8")From 0 to 98(80ft to98ft) 87' DB495-A 43 0.891 0.0899 0.0229 89751 70' CCISeismic Tower Section 2 43 0.579 0.0767 0.0217 51749 61' (2)18'x 2"horizontal mount pipe 43 0.440 0.0675 0.0202 47422 50' CCISeismic Tower Section 3 43 0.297 0.0543 0.0164 52697 35' CCISeismic Tower Section 4 43 0.146 0.0380 0.0103 57933 25' CCISeismic Tower Section 5 43 0.071 0.0284 0.0067 46446 15' CCISeismic Tower Section 6 47 0.023 0.0174 0.0037 40544 5' CCISeismic Tower Section 7 47 0.003 0.0059 0.0012 82153 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. 0 ° T1 100-80 3.623 10 0.3061 0.0763 T2 80-60 2.367 10 0.2653 0.0721 T3 60-40 1.337 19 0.2073 0.0638 T4 40-30 0.605 19 0.1336 0.0392 T5 30-20 0.337 19 0.1044 0.0271 T6 20-10 0.140 19 0.0720 0.0160 T7 10-0 0.032 18 0.0366 0.0079