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Job Page <br /> tnxTower Paine Field (BUJ 856390) 26 of 27 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.851100 08:36:09 05/10/23 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle Anwar Ibrahim <br /> FAX:(919)661-6350 <br /> Section Elevation Size L L. Kl/r A P„ en Ratio <br /> No. P„ <br /> ft ft ft in' K K •p„ <br /> - <br /> T5 _30-20 - L2x2x1/8 5'9-27/3 5'6-27/3 111.6 0.3047 1.07 13.25 0.081 ' <br /> 2„ 2" <br /> T6 20-10 L2x2x1/8 5'10-13/ 5'7-13/1 113.0 0.3047 1.17 13.25 0.088' <br /> 16" 6" <br /> T7 10-0 L2x2x1/8 6'15/32" 5'9-15/3 115.7 0.3047 1.24 13.25 0.093' <br /> 2" <br /> 'P u /J P.controls <br /> Inner Bracing Design Data (Tension) <br /> Section Elevation Size L L. Kl/r A P. 4)P" Ratio <br /> No. P. <br /> ft ft ft in' K K Op" <br /> T3 60-40 Ll 3/4x1 3/4x1/8 5'6-15/3 5'6-15/3 121.8 0.4219 0.00 13.67 0.000' <br /> 2" 2" <br /> T4 40-30 Li 3/4x1 3/4x1/8 5'11-5/8' 5'11-5/8' 131.3 0.4219 0.00 13.67 0.000' <br /> T5 30-20 LI 3/4x1 3/4x1/8 6'4-5/16' 6'4-5/16' 140.0 0.4219 0.00 13.67 0.000' <br /> T6 20-10 L2x2x1/8 6'911/8" 6'9-1/8" 129.5 0.4844 0.00 15.69 0.000' <br /> T7 10-0 L2x2x1/8 7'3-3/8" 7'3-3/8" 139.4 0.4844 0.00 15.69 0.000' <br /> 'P" /lP"controls <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P eP,t % Pass <br /> No. ft Fail Type Element K K Capacity <br /> Ti 100-80 Leg BP 8x0.25 2 -18.17 66.87 27.2 Pass <br /> T2 80-60 Leg BP 9x0.375 26 -36.50 136.77 26.7 Pass <br /> T3 60-40 Leg BP 9x0.375 47 -48.70 154.46 31.5 Pass <br /> T4 40-30 Leg BP 10x0.5 98 -57.92 235.38 24.6 Pass <br /> T5 30-20 Leg BP 10x0.5 125 -67.51 235.38 28.7 Pass <br /> T6 20-10 Leg BP 10x0.5 152 -77.22 235.34 32.8 Pass <br /> T7 10-0 Leg BP 10x0.5 179 -85.86 235.34 36.5 Pass <br /> T1 100-80 Diagonal L3x3x3/16 10 -2.68 25.09 10.7 Pass <br /> T2 80-60 Diagonal L3x3x1/4 28 -3.33 28.46 11.7 Pass <br /> T3 60-40 Diagonal 2L2x2x3/16x3/8 50 -6.38 15.16 42.1 Pass <br /> T4 40-30 Diagonal 2L2x2x3/16x3/8 101 -6.75 15.61 43.2 Pass <br /> T5 30-20 Diagonal 2L2x2x3/16x3/8 128 -6.99 14.84 47.1 Pass <br /> T6 20-10 Diagonal 2L2x2x1/4x3/8 155 -6.42 19.19 33.4 Pass <br /> T7 10-0 Diagonal 2L2x2x1/4x3/8 182 -6.36 18.49 34,4 Pass <br /> T3 60-40 Horizontal 2L1 3/4x1 3/4x1/8x3/8 49 -3.20 14.17 22.6 Pass <br /> T4 40-30 Horizontal 2L1 3/4x1 3/4x1/8x3/8 100 -3.47 9.72 35.7 Pass <br /> T5 30-20 Horizontal 2L2x2x3/16x3/8 127 -3.80 20.73 18.3 Pass <br /> T6 20-10 Horizontal 2L2x2x1/4x3/8 154 -3.77 26.52 14.2 Pass <br /> T7 10-0 Horizontal 2L2x2x1/4x3/8 181 -3.78 25.27 15.0 Pass <br /> T1 100-80 Top Girt L6x3 1/2x5/16 4 -0.23 60.83 0.4 Pass <br /> T3 60-40 Redund Horz 1 Ll 3/4x1 3/4x1/8 54 -0.84 10.11 8.4 Pass <br /> Bracing <br />