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' Job Page <br /> tnxTower Pasco County(VS) (BU 826548) 29 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 JLW <br /> FAX:(919)661-6350 <br /> Section Elevation Size L L„ KUr A Pu 9P. Ratio <br /> No. P„ <br /> ft ft ft in' K K 913■ <br /> T1 190-180 Ll 3/4x1 314x3/16 9.434 4.409 102.3 0.378 4.147 16.440 0.252' <br /> T2 180-160 L2x2x3/16 9.434 4.354 87.9 0.448 8.641 19.504 0.443' <br /> T3 160-140 2L2 112x2 1/2x3/16x3/8 11.516 5.509 87.1 1.104 11.734 48.020 0.244' <br /> T4 140-120 L3x3x3/16 12.911 6.000 79.2 0.712 13.144 30.973 0.424' <br /> T5 120-113.333 L3x3x3/16 13.390 6.243 82.3 0.712 13.409 30.973 0.433' <br /> T6 113.333- L3x3x3/16 13.874 6.488 85.4 0.712 13.645 30.973 0.441 1 <br /> 106.667 <br /> T7 106.667-100 2L3x3x3/16x1/2 14.364 6.735 88.6 1.424 14.909 61.937 0.241 1 <br /> T8 100-80 L3 1/2x3 1/2x1/4 17.410 8.183 92.6 1.103 17.845 47.999 0.372' <br /> T9 80-70 L3 1/2x3 1/2x1/4 18.099 8.564 96.5 1.127 17.222 49.019 0.351 ' <br /> T10 70-60 2L3-1/2x3-1/2x1/4x1/2 18.799 8.919 100.2 2.250 19.525 97.875 0.199 1 <br /> T11 60-40 L3 1/2x3 1/2x3/8 20.229 9.514 109.3 1.614 20.567 70.205 0.293 1 <br /> T12 40-30 L3 1/2x3 1/2x3/8 20.958 9.882 113.4 1.614 19.495 70.205 0.278' <br /> T13 30-20 2L3112x31/2x3/8x1/2 21.694 10.254 117.1 3.234 22.517 140.695 0.160' <br /> T14 20-0 L4x4x3/8 23.185 11.006 109.6 1.899 23.042 82.602 0.279' <br /> 1 P u /iP„controls <br /> Top Girt Design Data (Tension) <br /> Section Elevation Size L L. KUr A P. 4iP„ Ratio <br /> No. Pu <br /> ft ft ft in2 K K (OP„ <br /> T1 190-180 L3 1/2x3 1/2x1/4 8.000 7.552 85.4 1.150 1.597 50.039 0.032' <br /> T2 180-160 L3 1/2x3 1/2x1/4 8.000 7.552 85.4 1.150 0.029 50.039 0.001 ' <br /> T3 160-140 L3 1/2x3 1/2x3/8 8.000 7.396 86.0 1.614 0.401 70.205 0.006' <br /> T4 140-120 L3 1/2x3 1/2x3/8 9.667 8.963 103.2 1.649 2.890 71.734 0.040' <br /> T5 120-113.333 L4x4x3/8 11.333 10.375 103.6 1.934 2.345 84.132 0.028 1 <br /> T8 100-80 L4x4x3/8 13.000 12.010 119.8 1.899 4.488 82.602 0.054' <br /> T9 80-70 L5x5x5/16 14.667 13.531 105.3 2.097 4.554 91.207 0.050' <br /> T11 60-40 L5x5x5/16 16.333 15.167 118.0 2.067 6.258 89.933 0.070 1 <br /> T12 40-30 L5x5x5/16 18.000 16.667 129.5 2.067 5.910 89.933 0.066 1 <br /> T14 20-0 L5x5x5/16 19.667 18.333 142.2 2.067 6.337 89.933 0.070 1 <br /> 1 P u /op,controls <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P OPalmw % Pass <br /> No. ft Type Element K K Capacity Fail <br /> Tl 190-180 Leg P2.5x.203 2 -15.028 53.866 27.9 Pass <br /> T2 180-160 Leg P3.5x.226 20 -64.569 96.872 66.7 Pass <br /> T3 160- 140 Leg P5x.258 50 -128.241 157.510 81.4 Pass <br /> T4 140-120 Leg P8x.322 74 -202.020 330.771 61.1 Pass <br /> T5 120-113.333 Leg P8x.322 98 -226.348 330.771 68.4 Pass <br /> T6 113.333- Leg P8x.322 110 -250.973 330.771 75.9 Pass <br /> 106.667 <br /> 17 106.667-100 Leg P8x.322 119 -273.774 330.771 82.8 Pass <br /> T8 100-80 Leg PlOx.365 128 -339.531 458.786 74.0 Pass <br /> T9 80-70 Leg PlOx.365 146 -375.244 458.786 81.8 Pass <br /> T10 70-60 Leg PlOx.365 158 -410.545 458.786 89.5 Pass <br />