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Pa e <br />• ���,���� �ob Pasco County (VS) (BU 826548) 9 34 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 />' F,9X:(919)661-6350 �W B <br /> Section Elevation Component Size Critical P pPai�a„. % Pass <br /> No. .� Type Element Ib !b Capaciry Fail <br /> T4 140-120 Top Girt L3 1/2x3 1/2x3/8 77 -2420.82 22854.00 10.6 Pass <br /> 22.7(b) <br /> TS 120-113.333 Top Girt LAx4x3/8 101 -2003.92 2588330 7.7 Pass . <br /> 18.2(b) I <br /> T8 100-80 Top Girt LAx4x3/8 131 -3913.93 1931430 20.3 Pass <br /> 23.7(b) <br /> T9 80-70 Top Girt ISx5x5/16 149 �067.64 25667.60 15.8 Pass <br /> 34.5(b) <br /> T11 60-40 TopGirt LSx5x5/16 170 -5526.18 20429.20 27.1 Pass <br /> 37.1(b) �� <br /> T12 40-30 Top Girt ISx5x5/16 188 -5196.07 16908.10 30.7 Pass ' <br /> 34.9(b) <br /> T14 20-0 Top Girt ISx5x5/16 209 -5455.50 13973.70 39.0 Pass <br /> Summary <br /> Leg(T13) 89.9 Pass <br /> Diagonal 88.8 Pass <br /> (T2) <br /> • Top Girt 39.0 Pass <br /> (T14) <br /> Bolt Checks 83.8 Pass <br /> Rating= 89.9 Pass <br /> Program Version 7.0.5.1-2/1/2016 File:C:/[Jsers/jwbalk/Desktop/Structures/Crown SAs/59247_99008_826548-Pasco County(VS) <br /> SA1tnxTower/826548_LC7.eri <br />