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

Page tnxTower Job Paine Field(BU 856390) 24 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 Tension Checks Leg Design Data (Tension) Section Elevation Size L L. Kl/r A P. 4,P„ Ratio No. P. ft ft ft in2 K K gyp„ Ti 100-80 BP 8x0.25 20'1/4" 6'8-1/32' 58.3 1.5625 13.88 76.17 0.182' T2 80-60 BP 9x0.375 20'3/8" 6'8-5/32' 56.5 2.7188 29.77 132.54 0.225' T3 60-40 BP 9x0.375 20'1/4" 5'1/8" 42.3 2.7188 39.71 132.54 0.300' T4 40-30 BP 10x0.5 10'1/8" 5'1/8" 38.1 5.0000 47.30 225.00 0.210' T5 30-20 BP 10x0.5 10'1/8" 5'1/8" 38.1 4.1250 55.12 201.09 0.274 1 T6 20-10 BP 10x0.5 10'1/4" 5'1/8" 38.2 5.0000 62.95 225.00 0.280' T7 10-0 BP 10x0.5 10'1/4" 5'1/8" 38.2 4.1250 69.60 201.09 0.346' 'P„ /+P„controls Diagonal Design Data (Tension) Section Elevation Size L L. Kl/r A P. 4P„ Ratio No. P. ft ft ft in2 K K 41p„ Ti 100-80 L3x3x3/16 10'1-7/1 5'1-5/16' 67.1 0.7120 2.73 30.97 0.088' 6" T2 80-60 L3x3x1/4 11'11-13 6'1/8" 79.7 0.9394 3.11 40.86 0.0761 /32" T3 60-40 2L2x2x3/16x3/8 11'7-131 11'4-5/1 143.1 0.8616 5.94 37.48 0.159' 16" 6" T4 40-30 2L2x2x3/16x3/8 11'10-5/ 11'6-23/ 145.6 0.8616 6.30 37.48 0.168 1 16" 32" T5 30-20 2L2x2x3/16x3/8 12'27/32 11'9-3/8' 148.3 0.8616 6.51 37.48 0.174' T6 20-10 2L2x2x1/4x3/8 12'4-7/1 12'31/32 150.4 1.1287 5.84 49.10 0.1191 6„ „ T7 10-0 2L2x2x1/4x3/8 12'8-5/3 12'4-11/ 154.2 1.1287 5.86 49.10 0.119' 2" 16" 'P /4P„controls Horizontal Design Data (Tension) Section Elevation Size L L. Kl/r A P. 4,P„ Ratio No. P„ ft ft ft in2 K K .p" T3 60-40 2L1 3/4x1 3/4x1/8x3/8 11'27/32 5'6-15/3 121.8 0.8438 3.00 27.34 0.110' 2" 2L'a>31.5707in-49 T4 40-30 2L1 3/4x1 3/4x1/8x3/8 11'11-9/ 5'10-3/3 131,3 0.4922 3.33 21.41 0.155' 32„ 2"