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Pa e <br /> ����p��� �ob Pasco County (VS) (BU 826548) g 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� K!/r A P„ �p„ Ratio <br /> No. Pu <br /> ft ft ft in' K K �p� <br /> K=1.00 <br /> T14 20-0 P12x.5 20.023 10.012 27 7 19.242 -623 100 756.51.0 0.824� <br /> K=1.00 <br /> 1 P„ ��P„COritrO1S <br /> Dia onal Desi n Data (Com ression) <br /> Section Elevation Size L L� KUr A P� �p„ Ratio <br /> No. pu <br /> ft ft ft in` K K �p <br /> Tl 190-180 Ll 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 4354 129.6 0.715 -8J00 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 -12151 36.726 0331 ' <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 /> TS 120-113.333 L3x3x3/16 13390 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 14364 6.735 94.5 2.180 -15.230 43311 0352' <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 /> 1'9 80-70 L3 1/2x3 U2x1/4 18.099 8.564 id1 4 1.690 -17 453 19.085 0.914' <br /> K=0.96 <br /> TIO 70-60 2L3-1/2x3-1/2x1/4x1/2 18J99 8.919 103.5 3375 -19.856 62.184 0319� <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 79339 0.290` <br /> K=1.01 <br /> T14 20-0 L,4x4x3B 23.185 11.006 156.3 2.860 -23379 26.444 0.884' <br /> K=0.93 <br /> 1 P u /�P�controls <br /> To Girt Desi n Data Com ression <br /> Section Elevation Si;.e L L„ K!/r A P„ �p„ Ratio <br /> No. P� <br /> ft ft ft in" K g �p� <br /> Tl 190-180 L3l/2x3ll2x1/4 8.000 7.552 130.6 1.690 -1.620 22314 0.073' <br /> K=1.00 <br /> T3 160-140 L3 U2x3 1/2x3/8 8.000 7.396 129.2 2.480 -0.272 33.376 0.008' <br /> K=1.00 <br />