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Job e <br /> g Pa <br /> tnxTower Pasco County(VS) (BU 826548) 28 of 30 <br /> Tower Engineering Project 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:(919)661-6351 Crown Castle <br /> LW <br /> FAX:(919)661-6350 <br /> Section Elevation Size L L. Kl/r A P. jP„ Ratio <br /> No. P. <br /> ft ft ft in2 K K (OP,, <br /> T4 140-120 L3 1/2x3 1/2x3/8 9.667 8.963 156.6 2.480 -2.518 22.855 0.110' <br /> K=1.00 <br /> T5 120-113.333 L4x4x3/8 11.333 10.375 158.0 2.860 -2.090 25.883 0.081 ' <br /> K=1.00 <br /> T8 100-80 L4x4x3/8 13.000 12.010 182.9 2.860 -4.147 19.314 0.215 ' <br /> K=1.00 <br /> T9 80-70 L5x5x5/16 14.667 13.531 163.4 3.030 -4.310 25.652 0.168' <br /> K=1.00 <br /> T11 60-40 L5x5x5/16 16.333 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 /> KLIR>200(C)-189 <br /> T14 20-0 L5x5x5/16 19.667 18.333 221.3 3.030 -5.870 13.974 0.420' <br /> K=1.00 <br /> KL/R>200(C)-210 <br /> 1 P. /4P„controls <br /> Tension Checks <br /> Leg Design Data (Tension) <br /> Section Elevation Size L L. Kl/r A P. OP,, Ratio <br /> No. P. <br /> ft ft ft in2 K K OP. <br /> Tl 190-180 P2.5x.203 10.000 5.000 63.3 1.704 12.071 70.548 0.171 ' <br /> T2 180-160 P3.5x.226 20.000 5.000 44.9 2.680 57.223 110.933 0.516' <br /> T3 160-140 P5x.258 20.023 6.674 42.7 4.300 114.733 178.014 0.645' <br /> T4 140-120 P8x.322 20.023 6.674 27.3 8.399 182.675 347.729 0.525' <br /> T5 120-113.333 P8x.322 6.674 6.674 27.3 8.399 205.067 347.729 0.590' <br /> T6 113.333- P8x.322 6.674 6.674 27.3 8.399 227.661 347.729 0.655' <br /> 106.667 <br /> T7 106.667- 100 P8x.322 6.674 6.674 27.3 8.399 248.903 347.729 0.716' <br /> T8 100-80 PlOx.365 20.023 10.012 32.7 11.908 308.485 493.003 0.626' <br /> T9 80-70 PlOx.365 10.012 10.012 32.7 11.908 340.684 493.003 0.691 ' <br /> T10 70-60 PlOx.365 10.012 10.012 32.7 11.908 372.483 493.003 0.756' <br /> Tl l 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 1 <br /> T13 30-20 P12x.375 10.012 10.012 27.4 14.579 497.641 603.569 0.824' <br /> T14 20-0 P12x.5 20.023 10.012 27.7 19.242 558.202 796.629 0.701 ' <br /> P. /OP,controls <br /> Diagonal Design Data (Tension) <br /> Section Elevation Size L L. Kl/r A P. (OP Ratio <br /> No. P. <br /> ft ft ft in2 K K 4)P <br />