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Job Page <br /> ��T���� Pasco County (VS) (BU 826548) 32 of 34 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 48167.99008 09:39:06 10/10/16 <br /> 326 Tryon Rd. <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX. (919)661-6350 �W B <br /> Leg Design Data (Tension) <br /> Section Elevatiore Size L L„ KUr A P„ �P„ Ratio <br /> No. P„ <br /> ft fi ft in� Ib 16 �p� <br /> Tl 190-180 Pipe 2.5 STD 10.00 5.00 63.3 1.704 11830.30 70547 70 0.168' <br /> T2 180-160 PIPE 3.5 STD 20.00 5.00 44.9 2.680 56019.00 110933.00 0.505� <br /> T3 160-140 Pipe 5 STD 20.02 6.67 42.7 4.297 111480.00 177914.00 0.627' <br /> T4 140-120 Pipe 8 STD 20.02 6.67 27.3 8399 174227.00 347729.00 0.501 ' <br /> TS 120-113.333 Pipe 8 STD 6.67 6.67 273 8399 194791.00 347729.00 0.560' <br /> T6 113.333- Pipe 8 STD 6.67 6.67 273 8399 215538.00 347729.00 0.620' <br /> 106.667 I <br /> T'7 106.667-100 Pipe 8 STD 6.67 6.67 273 8399 234977.00 347729.00 0.676' <br /> T8 100-80 Pipe 10 STD(SCH40) 20.02 10.01 32.5 11.966 289431.00 495377.00 0.584' <br />, T9 80-70 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.966 318805.00 495377.00 0.644' <br /> T10 70-60 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.966 347803.00 495377.00 0.702' <br /> Tl l 60-40 Pipe 12 STD 20.02 10.01 27.4 14.579 405540.00 603569.00 �0.672 i <br /> T12 40-30 Pipe 12 STD 10.01 10.01 27 4 14.579 433883.00 603569.00 0.719 1 <br /> T13 30-20 Pipe 12 STD 10.01 10.01 27 4 14.579 461777.00 603569.00 0.765' <br />, T14 20-0 Pipe12XH 2O.02 10.01 27.7 19.242 516871.00 796629.00 0.649' <br /> 1 P„ I�P„COIIti'OIS <br /> Diagonai Design Data (Tension) <br /> Section Elevation Srze L L„ KI/r A P„ �P„ Ratio <br /> No. P„ <br /> ft ft ft inz Ib I6 �p� <br /> Tl 190-180 Ll 3/4x1 3/4x3/16 9 43 4 41 102.3 0.378 4164 49 16439.90 0.253' <br /> T2 180-160 L2x2x3/16 9.43 4.35 87.9 0.448 8432.43 19503.60 0.432' <br /> T3 160-140 2L21/2x2 1/2x3/16x3/8 11.52 5.51 87.1 1.104 10964.00 48019.90 0.228 1 <br /> T4 140-120 L3x3x3/16 12.91 6.00 79.2 0.712 12386.20 30973.40 0.400' <br /> TS 120-113.333 L3x3ac3/16 13.39 6.24 82.3 0.712 12662.80 30973.40 0.409' <br /> T6 113333- L3x3x3/16 13.87 6.49 85.4 0.712 12905.70 30973 40 0.417� <br /> 106.667 <br /> T7 106.667-100 2L3x3x3/16x1/2 1436 6.74 88.6 1.424 14076.40 61936.50 0.227 1 <br /> T8 100-80 L3 1/2x3 1/2x1/4 17 41 8.18 92.6 1.103 16769 70 47999.50 0.349 1 <br /> T9 80-70 L31/2x31/2x1/4 18.10 8.56 96.4 1.127 1611940 49019.10 0.329' <br /> TIO 70-60 2L31/2x31/2x1/4x1/2 18.80 8.92 100.2 2.250 18282.60 97875.00 0.187' <br /> Tll 60-40 L31/2x31/2x3/8 20.23 9.51 109.3 1.614 19203.20 70204.90 0.274' <br /> T12 40-30 L3 1/2x3 1/2x3/8 20.96 9.88 113.4 1.614 18162.00 70204.90 0.259' <br /> T13 30-20 2L3 1/2x3 1/2x3/8x1/2 21.69 10.25 117.1 3.234 2099530 140695.00 0.149 1 <br /> T14 20-0 Islx4x3/8 23.19 11.01 109.6 1.899 21466.40 82602.40 0260 1 <br /> 1 P„ l�P„CO[1L[O1S <br /> Top Girt Design Data (Tension) <br /> Section Elevation Size L L„ K[/r A P„ �P„ Ratio <br /> No. P„ <br /> ft ft ft inz 16 Ib �p� <br /> Tl 190-180 L3 1/2x3 1/2x1/4 8.00 7.55 85.4 1.150 1664.88 50038.60 0.033 1 <br /> T2 180-160 L3 1/2x3 1/2x1/4 8.00 7.55 85.4 1.150 34 40 50038.60 0.001 i <br />