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Job Page <br /> U491lt"XT e� Pasco County (VS) (BU 826548) 27 of 31 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 48167.314456 10:28:19 10/21/19 <br /> 326 Tryon Road <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 CC1Cf001( <br /> Section Elevation Size L L Kl/r A P OP Ratio <br /> No. P <br /> ft ft ft in' lb lb OP. <br /> T6 113.333- Pipe 8 STD 6.67 6.67 27.3 8.3993 -240315 330771 0.7271 <br /> 106.667 K=1.00 <br /> 77 106.667-100 Pipe 8 STD 6.67 6.67 27.3 8.3993 -261611 330771 0.791 1 <br /> K=1.00 <br /> T8 100-80 Pipe 10 STD(SCH40) 20.02 10.01 32.5 11.9656 -323189 461312 0.701 1 <br /> K=1.00 <br /> T9 80-70 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.9656 -356560 461312 0.7731 <br /> K=1.00 <br /> T10 70-60 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.9656 -389555 461312 0.8441 <br /> K=1.00 <br /> Tl 1 60-40 Pipe 12 STD 20.02 10.01 27.4 14.5790 -456498 573746 0.7961 <br /> K=1.00 <br /> T12 40-30 Pipe 12 STD 10.01 10.01 27.4 14.5790 -489570 573746 0.8531 <br /> K=1.00 <br /> T13 30-20 Pipe 12 STD 10.01 10.01 27.4 14.5790 -522243 573746 0.910 1 <br /> K=1.00 <br /> T14 20-0 Pipe 12 XH 2O.02 10.01 27.7 19.2423 -588158 756510 0.7771 <br /> K=1.00 <br /> 1 P /op,controls <br /> Diagonal Design Data (Compression) <br /> Section Elevation Size L L KI/r A P OP Ratio <br /> No. P. <br /> ft ft ft in2 lb lb OP. <br /> T1 190-180 Ll 3/4x1 3/4x3/16 9.43 4.41 146.0 0.6211 -3914 8341 0.4691 <br /> K=0.95 <br /> 12 180-160 L2x2x3/16 9.43 4.35 129.6 0.7150 -8329 12176 0.6941 <br /> K=0.98 <br /> T3 160-140 2L2 1/2x2 1/20/160/8 11.52 5.51 85.0 1.8000 -11795 50089 0.235 1 <br /> K=1.00 <br /> T4 140-120 L3x3x3/16 12.91 6.00 120.7 1.0900 -12306 21145 0.5821 <br /> K=1.00 <br /> T5 120-113.333 L3x3x3/16 13.39 6.24 124.4 1.0900 -12645 20094 0.6291 <br /> K=0.99 <br /> T6 113.333- L3x3x3/16 13.87 6.49 128.1 1.0900 -12617 19000 0.6641 <br /> 106.667 K=0.98 <br /> T7 106.667-100 2L3x3x3/16xl/2 14.36 6.74 86.0 2.1797 -14262 58762 0.2431 <br /> K=1.00 <br /> T8 100-80 L3 1/20 1/2xl/4 17.41 8.18 136.4 1.6900 -16900 26003 0.6501 <br /> K=0.96 <br /> T9 80-70 L31/201/2xl/4 18.10 8.56 141.4 1.6900 -16375 24191 0.6771 <br /> K=0.96 <br /> TIO 70-60 2L31/201/2xl/4xl/2 18.80 8.92 98.0 3.3750 -18669 84780 0.2201 <br /> K=1.00 <br /> T11 60-40 L3 1/20 MOM 20.23 9.51 155.2 2.4800 -19565 29456 0.6641 <br /> K=0.93 <br /> T12 40-30 L3 1/20 1/20/8 20.96 9.88 160.1 2.4800 -18640 27681 0.6731 <br /> K=0.93 <br /> T13 30-20 2L31/201/2x3/8xl/2 21.69 10.25 114.6 4.9688 -21674 105031 0.2061 <br /> K=1.00 <br /> T14 20-0 L4x4x3/8 23.19 11.01 156.3 2.8600 -22039 33503 0.658 1 <br /> K=0.93 <br />