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Job Page <br /> ��T���� Pasco County(VS) (BU 826548) 28 of 30 <br /> Tower Engineering Pr���t Date <br /> Professionals TEP No. 48167.7359 14'45:23 07/26/13 <br /> 3703 Junction Blvd. <br /> Raleigh,NC 27603 Client Designed by <br /> Phone. (9!9)661-6351 Crown Castle <br /> FAX. (9l9)661-6350 JLW <br /> Section Elevation Si;e L L„ KUr A P„ �P„ Ratio <br /> Na. P� <br /> ft ft ft inz K K �pn <br /> T4 140-120 L3 1/2x3 1/2x3/8 9.667 8.963 156.6 2.480 �.518 22.855 0 110� <br /> K=1.00 <br /> T5 1�0-113333 L,4x4x3/8 11333 10.375 158.0 2.860 -2.090 25.883 0.081 � <br /> K=1.00 <br /> T8 100-80 LAx4x3/8 13.000 12.010 182.9 2.860 -4 147 19314 0.215' <br /> K=1.00 <br /> 'I'9 80-70 L5x5x5/16 14.667 13.531 163.4 3.030 -4.310 25.652 0.168' <br /> K=1.00 <br /> Tl 1 60-40 LSx5x5/16 16333 15 167 183 1 3.030 -5.898 20.418 0.289� <br /> K=1.00 <br /> T12 40-30 L5x5x5/16 18.000 16.667 201.2 3.030 -5.567 16.908 0.329� <br /> K=1.00 <br /> KIJR>200(C)-189 <br /> T14 20-0 LSx5x5/16 19.667 18.333 2213 3.030 -5.870 13.974 0.420' <br /> K=1 00 <br /> KLR>200(C)-210 <br /> �P� /�P�controls <br /> Tension Checks <br /> Le Desi n Data (Tension) <br /> Section Elevation Si;e L L„ Kl/r A P� �P� Ratio <br /> No. P� <br /> ft ft ft inz K ]{ �pn <br /> Tl 190-180 P2.Sx.203 10.000 5.000 633 1 704 12.071 70.548 0.171 ' <br /> T2 180-160 P3.Sx.226 20.000 5.000 44.9 2.680 57.223 110.933 0.516� <br /> T3 160-140 PSx.258 20.023 6.674 42.7 4.300 114 733 178A l4 0.645' <br /> T4 140-120 P8x322 20.023 6.674 27.3 8.399 182.675 347 729 0.525' <br /> TS 120-113333 P8x322 6.674 6.674 27.3 8399 205.067 347 729 0.590� <br /> T6 113.333- P8x.322 6.674 6.674 273 8399 227.661 347 729 0.655� <br /> 106.667 <br /> T"7 106.667-100 P8x322 6.674 6.674 27.3 8.399 248.903 347 729 0.716' <br /> T8 100-80 P10x.365 20.023 10.012 32.7 11.908 308.485 493.003 0.626' <br /> T9 80-70 P10x365 10.012 10Al2 32.7 11.908 340.684 493.003 0.691 � <br /> T10 70-60 P10x.365 ]0.012 10.012 32.7 11.908 372.483 493.003 0.756� <br /> Tll 60-40 P12x.375 20.023 10.012 27 4 14.579 435.862 603.569 0.722' <br /> T12 40-30 P12x.375 10.012 10.012 27 4 14.579 466.994 603.569 0.774� <br /> T13 30-20 P12x375 10.012 10.012 27 4 14.579 497.641 603.569 0.824' <br /> Tl� 20-0 P12x.5 20.023 10.012 27 7 19.242 558.202 796.639 0.701 ' <br /> � P u /$P�controls <br /> Dia onal Desi n Data (Tension) <br /> Section Elevation Size L L„ KUr A P� �P„ Ratio <br /> No. P� <br /> ft ft f! in� K K �p� <br />