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Jab � Page <br /> ��T���� Pasco County (VS) (BU 826548) 31 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 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX. (919)661-6350 �W B <br /> Section Elevation Size L L„ KUr A P„ �P„ Ratio <br /> No. P„ <br /> ft ft ft inz lb Ib �p� <br /> K=1.00 <br /> T8 100-80 L3 1/2x3 1/2x1/4 17.41 8.18 136.4 1.690 -16926.00 2052430 0.825' <br /> K=0.96 <br /> T9 80-70 L31/2x31/2x1/4 18.10 8.56 141.4 1.690 -16340.90 19094.00 0.8561 <br /> K=0.96 <br /> T10 70-60 2L3 1/2x3 1/2x1/4x1/2 18.80 8.92 98.0 3.375 -18594.10 65929.00 0.282 i <br /> K=1.00 <br /> Tll 60-40 L31/2x31/2x3/8 20.23 9.51 155.2 2.480 -19409.10 23249.90 0.835' <br /> K=0.93 <br /> T12 40-30 L31/2x31/2x3/8 20.96 9.88 160.1 2.480 -18463.40 21848.60 0.845' <br /> K=0.93 <br /> T13 30-20 2L3 1/2x3 1/2x3/8x1/2 21.69 10.25 114.6 4.969 -21453.00 80654.50 0.266 1 <br /> K=1.00 <br /> T14 20-0 IAx4x3/8 23.19 11.01 156.3 2.860 -21779.50 26444.20 0.824 1 <br /> K=0.93 <br /> 1 P� /$Pn cont[ols <br /> Top Girt Design Data (Compression) <br /> Section Edevation Size L L„ Kl/r A P„ �P„ Ratio <br /> No. P„ <br /> ft ft ft inz Ib Ib �p„ <br /> Tl 190-180 L3 1/2x3 1/2x1/4 8.00 7.55 130.6 1.690 -1687.10 22313.50 0.076� <br /> K=1.00 <br /> T2 180-160 L3 1/2x3 1l2x1/4 8.00 7.55 130.6 1.690 -4.99 22313.50 0.000' <br /> K=1.00 <br /> T3 160-140 L3 1/2x3 1/2x3/8 8.00 7.40 129.2 2.480 -212.58 33376.40 0.006� <br /> K=1.00 <br /> T4 140-120 L3 1/2x3 1/2x3/8 9.67 8.96 156.6 2.480 -2420.82 22854.00 0.106' <br /> K=1.00 <br /> TS 120-113.333 L4x4x3/8 1133 10.38 158.0 2.860 -2003.92 25883.30 0.077' <br /> K=1.00 <br /> T8 100-80 L.4x4x3/8 13.00 12.01 182.9 2.860 -3913.93 19314.30 0.203' <br /> K=1.00 <br /> T9 80-70 LS�c5x5/16 14.67 13.53 1633 3.030 -4067.64 25667.60 0.1581 <br /> K=1.00 <br /> Tll 60-40 L5x5ac5/16 1633 15.16 183.0 3.030 -5526.18 20429.20 0.271' <br /> K=1.00 <br /> T12 40-30 LSx5x5/16 18.00 16.67 201.2 3.030 -5196.07 16908.10 0.307' <br /> K=1.00 <br /> KL,/R>200(C)-188 <br /> T14 20-0 LSx5x5/16 19.67 18.33 2213 3.030 -5455.50 13973.70 0390 1 <br /> K=1.00 <br /> KL/R>200(C)-209 <br /> 1 P y /�P�controls <br /> Tension Checks I�, <br />� <br />