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Job Page <br /> �������� Pasco County (VS) (BU 826548) 29 of 30 <br /> Tower Engineering P����t 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 Si;.e L L„ KUr A P„ �P„ Ratio <br /> No. P� <br /> ft ft ft in' K K �pn <br /> Tl 190-180 Ll 3/4x1 3/4x3/16 9 434 4 409 102.3 0378 4 147 16.440 0.252� <br /> T2 180-160 L2x2x3/16 9 434 4354 87.9 0.448 8.641 19.504 0.443' <br /> T3 160-140 2L2 1/2x2 1/2x3/16x3/8 11.516 5.509 87 1 1 104 11 734 48.020 0.244 1 <br /> T4 1�0-120 L3x3x3/16 12.911 6.000 79.2 0.712 13 144 30.973 0 424` <br /> TS 120-113333 L3x3x3/16 13390 6.243 823 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' <br /> 106.667 <br /> T7 106.667-100 2L3x3x3/16x1/2 14364 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.�22 49.019 0351 � <br /> T10 70-60 2L3-1/2x3-1l2x1/4x1/2 18.799 8919 100.2 2.250 19.525 97.875 0 199' <br /> Tl l 60-40 L3 1/2x3 1/2x3/8 20.229 9.514 1093 1.614 20.567 70?OS 0.293' <br /> T12 40-30 L3 1/2x3 1/Zx3/8 20.958 9.882 113 4 1.614 19 495 70.205 0.278� <br /> T13 30-ZO 2L3 1/2x3 1/Zx3/8x1/2 21.694 10.254 117 1 3.234 22.517 140.695 0.160� <br /> T14 20-0 L4x4x3/8 23.185 11 A06 109.6 1.899 23.042 82.602 0.279� <br /> � P u /�P�controls <br /> To Girt Desi n Data (Tension) <br /> Section Elevation Si�e L Lu KUr A P� �P� Ratio <br /> No. P� <br /> ft ft ft inZ K K �p� <br /> Tl 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 L31/2x31/2x3/8 8.000 7396 86.0 1.614 0.401 70.205 0.006' <br /> T4 140-120 L31/2x31/2x3/8 9.667 8.963 103.2 1.649 2.890 71734 0.040' <br /> TS 120-113.333 L4x4x3/S 11.333 10.375 103.6 1.934 2345 84.132 0.028� <br /> T8 100-80 L4x4x3/8 13.000 12.010 119.8 1.899 4 488 82.602 0.054� <br /> T9 80-70 LSx5x5/16 14.667 13.531 105.3 2.097 4.554 91.207 0.050� <br /> Tl l 60-40 LSx5x5/16 16.333 15 167 118.0 2.067 6.258 89.933 0.070� <br /> T12 40-30 L5x5x5/16 18.000 16.667 129.5 2.067 5.910 89.933 0.066� <br /> T14 20-0 LSx5x5/16 19.667 18.333 142.2 2.067 6337 89.933 0.070� <br /> � P„ /�P„COI1tIO1S <br /> Section Ca acit Table <br /> section Elevation Component Si;.e Critical P pPd�ow %n Pass <br /> No. � Type Element K K Capucity Fail <br /> Tl 190-180 Leg P2.Sx.203 2 -15.028 53.866 27.9 Pass <br /> T2 180-160 Leg P3.Sx.226 20 -64.569 96.872 66J Pass <br /> T3 160-140 Leg PSx.258 50 -128.241 157.510 81.4 Pass <br /> T4 140-120 Leg P8x322 74 -202.020 330.771 61 1 Pass <br /> TS 120-113333 Leg P8x322 98 -226.348 330 771 68.4 Pass <br /> T6 113333- Leg P8x322 110 �50.973 330 771 75.9 Pass <br /> 106.667 <br /> T7 106.667-100 Leg P8x322 119 -273.774 330J71 82.8 Pass <br /> T8 100-80 Leg P10x365 128 -339.531 458.786 74.0 Pass <br /> T9 80-70 Leg P10x365 146 -375.244 458.786 81.8 Pass <br /> T10 70-60 Leg P10x365 158 -410.545 458J86 89.5 Pass <br />