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I <br /> Page <br /> t zxTower Job Paine Field (BU 856390) 25 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. 4,P„ Ratio <br /> No. P„ <br /> ft ft ft inZ K K (t)P„ <br /> 2L'a'>33.4264 in-100 <br /> T5 30-20 2L2x2x3/16x3/8 12'8-3/4' 6'2-7/8" 123.8 0.8616 3.55 37.48 0.095' <br /> 2L'a'>35.8599 in-127 <br /> T6 20-10 2L2x2x1/4x3/8 13'6-1/4' 6'7-11/1 133.2 1.1287 3.30 49.10 0.067' i <br /> 6„ <br /> 2L'a'>38.3416 in-154 <br /> T7 10-0 2L2x2x1/4x3/8 14'6-19/ 7'1-13/1 143.4 1.1287 3.50 49.10 0.071 ' <br /> 32" 6" <br /> 2L'a'>41.3286 in-181 <br /> 1 P„ I 4P„controls <br /> Top Girt Design Data (Tension) <br /> Section Elevation Size L L„ KUr A P. 41P„ Ratio <br /> No. P. <br /> ft ft ft in2 K K (03„ <br /> T1 100-80 L6x3 1/2x5/16 6'9-3/8" 6'4-3/16' 81.6 1.9767 0.23 85.99 0.003' <br /> 1 P„ /4P„Controls <br /> Redundant Horizontal (1) Design Data (Tension) <br /> 1 <br /> Section Elevation Size L L„ Kl/r A P. 4 P„ Ratio <br /> No. P. <br /> ft ft ft in2 K K +P. <br /> T3 60-40 L13/4x13/4x1/8 2'9-1/4" 2'9-1/4" 60.9 0.4219 0.84 13.67 0.062' <br /> T4 40-30 Ll 3/4x1 3/4x1/8 2'11-3/4' 2'8-3/4" 65.6 0.2578 1.00 11.21 0.090' <br /> T5 30-20 Ll 3/4x1 3/4x1/8 3'2-5/32' 2'11-5/3 70.0 0.2578 1.17 11.21 0.104' <br /> 2" <br /> T6 20-10 Ll 3/4x1 3/4x1/8 3'4-9/16' 3'1-9/16' 74.3 0.2578 1.34 11.21 0.119' <br /> T7 10-0 Li 3/4x1 3/4x1/8 3'7-11/1 3'4-11/1 80.0 0.2578 1.49 11.21 0.133' <br /> 6" 6" <br /> 1 P„ /doP„controls <br /> Redundant Diagonal (1) Design Data (Tension) <br /> Section Elevation Size L L. KUr A P. e„ Ratio <br /> No. P. <br /> ft .ft ft in2 K K OP„ <br /> T3 60-40 Ll 3/4x1 3/4x1/8 5'6-1/4" 5'6-1/4" 121.4 0.4219 0.91 13.67 0.067' <br /> T4 40-30 L2x2x1/8 5'8-3/4" 5'5-3/4" 109.7 0.3047 0.96 13.25 0.073' <br />