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

taX:Tower Job Paine Field (BU 856390) Page 23 of 27 .___ Towerr Engineering Project Date Pe En iontris 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 Section Elevation Size L L„ Kl/r A P„ 4)P„ Ratio No. P. ft ft ft in2 K K 4)p„ T4 40-30 Li 3/4x1 3/4x1/8 2'11-3/4' 2'8-3/4" 107.3 0.4219 -1.00 9.69 0.104' K=1.13 T5 30-20 Ll 3/4x1 3/4x1/8 3'2-5/32' 2'11-5/3 110.7 0.4219 -1.17 9.33 0.125' ' 2" K=1.09 T6 20-10 Ll 3/4x1 3/4x1/8 3'4-9/16' 3'1-9/16' 114.2 0.4219 -1.34 8.96 0.149' ' K=1.05 T7 10-0 L13/4x13/4x1/8 3'7-11/1 3'4-11/1 118.6 0.4219 -1.49 8.47 0.176' 6" 6" K=1.01 'P„ /sfiP„controls Redundant Diagonal (1) Design Data (Compression) Section Elevation Size L L„ Kl/r A P„ en Ratio No. P„ ft ft ft in2 K K 4)p„ T3 60-40 LI 3/4x1 3/4x1/8 5'6-1/4" 5'6-1/4" 191.0 0.4219 -0.91 3.31 0.276' K=1.00 T4 40-30 L2x2x1/8 5'8-3/4" 5'5-3/4" 165.3 0.4844 -0.96 5.08 0.190' K=1.00 T5 30-20 L2x2x1/8 5'9-27/3 5'6-27/3 168.3 0.4844 -1.07 4.90 0.219' 2" 2" K=1.00 T6 20-10 L2x2x1/8 5'10-13/ 5'7-13/1 170.4 0.4844 -1.17 4.77 0.245' 16" 6" K=1.00 T7 10-0 L2x2x1/8 6'15/32" 5'9-15/3 174.7 0.4844 -1.24 4.54 0.272' 2" K=1.00 'P„ /4)P,controls Inner Bracing Design Data (Compression) Section Elevation Size L L„ Kl/r A P„ 4)P„ Ratio No. P„ ft ft ft in2 K K .p„ T3 60-40 Ll 3/4x1 3/4x1/8 5'6-15/3 5'6-15/3 191.6 0.4219 -0.00 3.29 0.001' 2" 2" K=1.00 T4 40-30 Li 3/4x1 3/4x1/8 5'11-5/8' 5'11-5/8' 206.5 0.4219 -0.00 2.83 0.002' ' K=1.00 T5 30-20 LI 3/4x1 3/4x1/8 6'4-5/16' 6'4-5/16' 220.2 0.4219 -0.01 2.49 0.002' ' K=1.00 T6 20-10 L2x2x1/8 6'9-1/8" 6'9-1/8" 204.1 0.4844 -0.01 3.33 0.002' K=1.00 T7 10-0 L2x2x1/8 73-3/8" 7'3-3/8" 219.7 0.4844 -0.01 2.87 0.002' K=1.00 1 P„ /4)P„controls