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Job Page <br /> t Tower Pasco County (VS) (BU 826548) 30 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 LW <br /> Section Elevation Component Size Critical P OPailow % Pass <br /> No. ft Type Element K K Capacity Fail <br /> T11 60-40 Leg P12x.375 167 -482.179 573.746 84.0 Pass <br /> T12 40-30 Leg P12x.375 185 -517.591 573.746 90.2 Pass <br /> T13 30-20 Leg P 12x.375 197 -552.570 573.746 96.3 Pass <br /> T14 20-0 Leg P12x.5 206 -623.100 756.510 82.4 Pass <br /> Tl 190-180 Diagonal Ll 3/4x1 3/4x3/16 8 -4.163 6.584 63.2 Pass <br /> T2 180-160 Diagonal L2x2x3/16 26 -8.700 9.563 91.0 Pass <br /> T3 160-140 Diagonal 2L2 1/2x2 1/2x3/16x3/8 57 -12.151 36.726 33.1 Pass <br /> 65.4(b) <br /> T4 140-120 Diagonal L3x3x3/16 81 -13.335 16.272 81.9 Pass <br /> 85.4(b) <br /> T5 120-113.333 Diagonal L3x3x3/16 105 -13.614 15.534 87.6 Pass <br /> T6 113.333- Diagonal L3x3x3/16 114 -13.530 14.802 91.4 Pass <br /> 106.667 <br /> T7 106.667-100 Diagonal 2L3x3x3/16x1/2 126 -15.230 43.311 35.2 Pass <br /> 48.4(b) <br /> T8 100-80 Diagonal L3 1/2x3 1/2x1/4 138 -18.016 20.514 87.8 Pass <br /> T9 80-70 Diagonal L3 1/2x3 1/2x1/4 156 -17.453 19.085 91.4 Pass <br /> T10 70-60 Diagonal 2L3-1/2x3-1/2x1/4x1/2 165 -19.856 62.184 31.9 Pass <br /> 42.0(b) <br /> Ti 1 60-40 Diagonal L3 1/2x3 1/2x3/8 177 -20.792 23.250 89.4 Pass <br /> T12 40-30 Diagonal L3 1/2x3 1/2x3/8 195 -19.809 21.849 90.7 Pass <br /> T13 30-20 Diagonal 2L3 1/2x3 1/2x3/8x1/2 204 -23.001 79.339 29.0 Pass <br /> 33.6(b) <br /> T14 20-0 Diagonal L4x4x3/8 216 -23.379 26.444 88.4 Pass <br /> T1 190-180 Top Girt L3 1/2x3 1/2x1/4 6 -1.620 22.314 7.3 Pass <br /> 20.4(b) <br /> T2 180-160 Top Girt L3 1/2x3 1/2x1/4 23 0.023 50.039 0.2 Pass <br /> 0.4(b) <br /> T3 160-140 Top Girt L3 1/2x3 1/2x3/8 53 -0.272 33.376 0.8 Pass <br /> 2.2(b) <br /> T4 140-120 Top Girt L3 1/2x3 1/2x3/8 78 -2.518 22.855 11.0 Pass <br /> 23.3(b) <br /> T5 120-113.333 Top Girt L4x4x3/8 102 -2.090 25.883 8.1 Pass <br /> 18.9(b) <br /> T8 100-80 Top Girt L4x4x3/8 132 -4.147 19.314 21.5 Pass <br /> 25.1(b) <br /> T9 80-70 Top Girt L5x5x5/16 150 -4.310 25.652 16.8 Pass <br /> 36.6(b) <br /> T11 60-40 Top Girt L5x5x5/16 171 -5.898 20.418 28.9 Pass <br /> 39.7(b) <br /> T12 40-30 Top Girt L5x5x5/16 189 -5.567 16.908 32.9 Pass <br /> 37.5(b) <br /> T14 20-0 Top Girt L5x5x5/16 210 -5.870 13.974 42.0 Pass <br /> Summary <br /> Leg(T13) 96.3 Pass <br /> Diagonal 91.4 Pass <br /> (T9) <br /> Top Girt 42.0 Pass <br /> (T14) <br /> Bolt Checks 88.6 Pass <br /> RATING= 96.3 Pass <br /> Program Version 6.0.4.0-1/27/2012 Fil e://tep-vm-file01/Towers/4 8 1 67/73 59_SDD-826548-Pasco County(VS)/tnxTower/826548_LC5.eri <br />