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Job Page <br /> ��T��'�� Pasco County (VS) (BU 826548) 30 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,NC 27603 Ciient Designed by <br /> Phone:(919)661-6351 Crown Castle �WB <br /> FAX. (9I9)661-6350 <br /> Com ression Checks <br /> - Leg Design Data (Compression) <br /> Section Elevation SiZe L L„ KUr A P �P„ Ratio <br /> No. P� <br /> ft ft ft inZ lb Ib �p� <br /> Tl 190-180 Pipe 2.5 STD 10.00 5.00 633 1 704 -1505130 53865.90 0.279' <br /> K=1.00 <br /> T2 180-160 PIPE 3.5 STD 20.00 5.00 44.9 2.680 -63658.10 96872.30 0.657' <br /> K=1.00 <br /> T3 160-140 Pipe 5 STD 20.02 6.67 42.7 4.297 -124806.00 157400.00 0.793' <br /> K=1.00 <br /> T4 140-120 Pipe 8 STD 20.02 6.67 27.3 8399 -193406.00 330771.00 0.585 I <br /> K=1.00 <br /> TS 120-113333 Pipe 8 STD 6.67 6.67 273 8399 -215902.00 330771.00 0.653' <br /> K=1.00 <br /> T6 113.333- Pipe 8 STD. 6.67 6.67 273 8.399 -238662.00 330771.00 0.722 1 <br /> 106.667 K=1.00 <br /> T7 106.667-100 Pipe 8 STD 6.67 6.67 27.3 8.399 -259648.00 330771.00 0.785' <br /> K=1.00 <br /> T8 100-80 Pipe 10 STD(SCH40) 20.02 10.01 32.5 11.966 -320201.00 461312.00 0.694' <br /> K=1.00 <br /> T9 80-70 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.966 -353028.00 461312.00 0.765 i <br /> x=i.00 <br /> T10 70-60 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.966 -385463.00 461312.00 0.836' <br /> K=1.00 <br /> Tl l 60-40 Pipe 12 STD 20.02 10.01 27.4 14.579 �51288.00 573746.00 0.787 1 <br /> K=1.00 <br /> T12 40-30 Pipe 12 STD 10.01 10.01 27.4 14.579 1183818.00 573746.00 0.843 1 <br /> K=1.00 <br /> T13 30-20 Pipe 12 STD 10.01 10.01 27.4 14.579 -515950.00 573746.00 0.899 1 <br /> K=1.00 <br /> T14 20-0 Pipe 12 XH 2O.02 10.01 27.7 19.242 -580802.00 756510.00 0.768 1 <br />� K=1.00 <br /> 1 P� /�P„cont[ols <br /> Diagonal Design Data (Com ression). <br /> Section Elevation Size L L„ KUr A P„ �P Ratio <br /> No. P„ <br /> ft ft ft inZ lb Ib �p„ <br />' Tl 190-180 L13/4x13/4�c3/16' 9.43 4.41 146.0 0.621 11176.00 6583.67 0.634' <br /> K=0.95 <br /> T2 180-160 L2x2x3/16 9 43 4.35 129.6 0.715 -8493.49 9562.73 0.888 1 �i <br /> K=0.98 I <br />� T3 160-140 2L21/2x21/2x3/16x3/8 11.52 5.51 85.0 1.800 -11384.80 3987930 0.285' <br /> K=1.00 <br /> T4 140-120 L3�c3x3/16 12.91 6.00 120.7 1.090 -12566.20 16272.00 0.772 1 <br /> K=1.00 <br /> TS 120-113.333 L3x3x3/16 13.39 6.24 124.4 1.090 -12851.90 15534.40 0.827' <br /> K=0.99 <br /> T6 113333- L3x3�l16 13.87 6.49 128.1 1.090 -12799.10 14802.00 0.865' <br /> 106.667 K=0.98 <br /> T7 106.667-100 2L3�c3ac3/16x1/2 14.36 6.74 86.0 2.180 -14384.80 46822.90 0307 1 <br />