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Page <br /> tnxTower Job Pasco County (VS) (BU 826548) 27 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 /> FAX:(919)661-6350 JLW <br /> Section Elevation Size L L. Kl/r A P. 4P„ Ratio <br /> No. P <br /> ft ft ft in' K K OPn <br /> K=1.00 <br /> T14 20-0 P12x.5 20.023 10.012 27.7 19.242 -623.100 756.510 0.824' <br /> K=1.00 <br /> 1 P u /cP,,controls <br /> Diagonal Design Data (Compression) <br /> Section Elevation Size L L. Kl/r A P. $Pn Ratio <br /> No. P. <br /> ft ft ft in' K K OP. <br /> T1 190-180 LI 3/4x1 3/4x3/16 9.434 4.409 146.0 0.621 -4.163 6.584 0.632' <br /> K=0.95 <br /> T2 180-160 L2x2x3/16 9.434 4.354 129.6 0.715 -8.700 9.563 0.910' <br /> K=0.98 <br /> T3 160-140 2L2 1/2x2 1/2x3/16x3/8 11.516 5.509 93.7 1.800 -12.151 36.726 0.331 ' <br /> K=1.10 <br /> T4 140-120 L3x3x3/16 12.911 6.000 120.7 1.090 -13.335 16.272 0.819' <br /> K=1.00 <br /> T5 120-113.333 L3x3x3/16 13.390 6.243 124.4 1.090 -13.614 15.534 0.876' <br /> K=0.99 <br /> T6 113.333- L3x3x3/16 13.874 6.488 128.1 1.090 -13.530 14.802 0.914' <br /> 106.667 K=0.98 <br /> T7 106.667-100 2L3x3x3/16x1/2 14.364 6.735 94.5 2.180 -15.230 43.311 0.352' <br /> K=1.10 <br /> T8 100-80 L3 1/2x3 1/2x1/4 17.410 8.183 136.4 1.690 -18.016 20.514 0.878' <br /> K=0.96 <br /> T9 80-70 L3 1/2x3 1/2x1/4 18.099 8.564 141.4 1.690 -17.453 19.085 0.914' <br /> K=0.96 <br /> T10 70-60 2L3-1/2x3-1/2x1/4x1/2 18.799 8.919 103.5 3.375 -19.856 62.184 0.319' <br /> K=1.06 <br /> T11 60-40 L3 1/2x3 1/2x3/8 20.229 9.514 155.2 2.480 -20.792 23.250 0.894' <br /> K=0.93 <br /> T12 40-30 L3 1/2x3 1/2x3/8 20.958 9.882 160.1 2.480 -19.809 21.849 0.907' <br /> K=0.93 <br /> T13 30-20 2L3 1/2x3 1/2x3/8x1/2 21.694 10.254 115.9 4.969 -23.001 79.339 0.290' <br /> K=1.01 <br /> T14 20-0 L4x4x3/8 23.185 11.006 156.3 2.860 -23.379 26.444 0.884' <br /> K=0.93 <br /> P. I(pP,controls <br /> Top Girt Design Data (Compression) <br /> Section Elevation Size L L. Kl/r A P. OP„ Ratio <br /> No. P. <br /> ft ft ft in' K K OP <br /> T1 190-180 L3 1/2x3 1/2x1/4 8.000 7.552 130.6 1.690 -1.620 22.314 0.073' <br /> K=1.00 <br /> T3 160-140 L3 1/2x3 1/2x3/8 8.000 7.396 129.2 2.480 -0.272 33.376 0.008' <br /> K=1.00 <br />