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` Job Page <br /> �'�� � �� Paine Field (BU 856390) 15 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.134464 11:27:41 09/29/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)66]-6350 f71tWe1Vl� <br /> Com ression Checks <br /> Le Desi n Data Com ression <br /> Section Elevation Size L Lu Kl/r A Pu �P„ Rutio <br /> No. 1'u <br /> ft ft ft in� lb lb p�� <br /> T} 100-80 BP 8x0.25 20.02 6.67 84.9 2.0000 -24282 49851 0.487' <br /> K=1.00 <br /> T2 80-60 BP 9x0375 20.03 6.68 72.3 3.3750 -46751 ]03669 0.451 � <br /> K=1.00 <br /> T3 60-40 BP 9x0.375 20.02 5.01 54.2 3.3750 -61401 122521 0.501 ' <br /> K=1.00 <br /> T4 40-30 BPlOx0.5 ]0.01 5.01 48.6 5.0000 -72630 189258 0.384' <br /> K=1.00 <br /> TS 30-20 BP I Ox0.5 10.01 5.01 48.6 5.0000 -84282 189258 0.445' <br /> K=1.00 <br /> T6 20-]0 BP lOx0.5 10.02 5.01 48.7 5.0000 -96048 189210 0.508' <br /> K=1.00 <br /> T7 10-0 BP10x0.5 10.02 5.01 48.7 5.0000 -]06421 189210 0.562' <br /> K=1.00 <br /> ' v„ /$v„controls <br /> Dia onal Desi n Daita Com ression <br /> Section Elevution SiT.e L Lu Kl/r A P„ �p„ Kutio <br /> No. P„ <br /> ft ft ft inZ lb lb p,� <br /> TI 100-80 L3x3x3/16 10.55 531 110.2 1.0900 -3370 18405 0.183' <br /> K=1.03 <br /> T2 80-60 L3x3x1/4 11.95 6.01 121.7 1.4400 -3788 21386 0.177' <br /> K=1.00 <br /> T3 60-40 2L2x2x3/16x3/8 11.65 11.36 162.1 1.4300 -7350 12301 0.598' <br /> K=1.00 <br /> T4 40-30 2L2x2x3/16x3/8 11.86 11.56 1663 1.4300 -7691 11684 0.658� <br /> K=1.00 <br /> TS 30-20 2L2x2x3116x3/8 12.07 I 1.78 168.6 I.4309 -7918 11370 0.696' <br /> K=1.00 <br /> T6 20-10 2L2x2x1/4x3/8 12.37 12.08 172.7 1.8800 -7156 14242 0.502' <br /> K=1.00 <br /> T7 10-0 2L2x2x1/4x3/8 12.68 12.39 175.9 1.8800 -7042 13725 0.513' <br /> K=1.00 <br /> � Y„ l�P„COntrO1S <br /> Horizontal Desi n Data Com ression <br />