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

Page tnx�T ower Job Paine Field (BU 856390) 21 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 Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load Load Load Ratio ft in Bolts per Bolt per Bolt Allowable K K T7 10 Leg A325N 0.7500 20 8.59 39.76 0.216 1.05 Bolt DS Diagonal A325N 0.6250 1 5.86 17.55 0.334 1,05 Gusset Bearing Horizontal A325N 0.6250 1 3.50 17.55 0.199 1.05 Gusset Bearing Redund Horz 1 A325N 0.5000 1 1.49 4.40 0.338 1.05 Member Block Bracing Shear Redund Diag 1 A325N 0.5000 1 1.24 5.08 0.243 1.05 Member Block Bracing Shear Compression Checks Leg Design Data (Compression) Section Elevation Size L L. Kl/r A P" 4)P" Ratio No. P" ft ft ft in2 K K _.. 4)P. T1 100-80 BP 8x0.25 20'1/4" 6'8-1/32' 84.9 2.0000 -18.17 63.69 0.285' ' K=1.00 T2 80-60 BP 9x0.375 20'3/8" 6'8-5/32' 72.3 3.3750 -36.50 130.26 0.280' K=1.00 T3 60-40 BP 9x0.375 20'1/4" 5'1/8" 54.2 3.3750 -48.70 147.10 0.331 ' K=1.00 T4 40-30 BP 10x0.5 10'1/8" 5'1/8" 48.6 5.0000 -57.92 224.17 0.258' K=1.00 T5 30-20 BP 10x0.5 10'1/8" 5'1/8" 48.6 5.0000 -67.51 224.17 0.301' K=1.00 T6 20-10 BP 10x0.5 10'1/4" 5'1/8" 48.7 5.0000 -77.22 224.13 0.345' K=1.00 T7 10-0 BP 10x0.5 10'1/4" 5'1/8" 48.7 5.0000 -85.86 224.13 0.383' K=1.00 1 P„ 14)P"controls Diagonal Design Data (Compression) Section Elevation Size L L„ Kl/r A P. 4)P„ Ratio No. Pa ft ft ft in2 K K 4)P„ Tl 100-80 L3x3x3/16 10'6-19/ 5'3-27/3 110.3 1.0900 -2.68 23.89 0.112' 32" 2" K=1.03 T2 80-60 L3x3x1/4 11'11-13 6'1/8" 123.2 1.4400 -3.33 27.10 0.123' /32" K=1.00 T3 60-40 2L2x2x3/16x3/8 11'7-13/ 11'4-5/1 166.8 1.4300 -6.38 14.43 0.442' 16" 6" K=1.00 T4 40-30 2L2x2x3/16x3/8 11'10-5/ 11'6-23/ 164.3 1.4300 -6.75 14.87 0.454' 16" 32" K=1.00 T5 30-20 2L2x2x3/16x3/8 12'27/32 11'9-3/8' 168.6 1.4300 -6.99 14.13 0.495 1 ' K=1.00