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Job Page <br /> MxTower Zephyrhills (BU 816298) 38 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tiyon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle aobregon <br /> FAX:(919)661-6350 <br /> Section Elevation Sire L L„ Kl/r A P„ r P„ Ratio <br /> No. P„ <br /> ft ft ft in, lb lb gyp„ <br /> K=1.00 <br /> T8 197-181.3 2L2 1/2x2x3/16xl/4 9.22 8.59 129.9 1.62 -1229 21542 0.057' <br /> K=1.00 <br /> T9 181.3- L2 1/2x2 1/2x3/16 7.57 7.11 172.4 0.90 -1294 6858 0.189' <br /> 170.833 K=1.00 <br /> T10 170.833- 2L2 1/2x2x3/16xl/4 8.80 7.99 122.9 1.62 -2328 23648 0.098' <br /> 146.75 K=1.00 <br /> Tll 146.75- 2L21/2x2x3/16x1/4 9.31 8.55 131.8 1.62 -2991 20984 0.143' <br /> 121.667 K=1.00 <br /> T12 121.667- 2L2 1/2x2x3/16xl/4 9.54 8.85 134.5 1.62 -3580 20192 0.177' <br /> 96.5843 K=1.00 <br /> T13 96.5843-71.5 2L21/2x2x3/16x1/4 9.80 9.16 138.6 1.62 -4145 19014 0.218' <br /> K=1.00 <br /> T14 71.5-51.417 2L2 1/2x2x3/16xl/4 8.80 8.29 128.2 1.62 -4122 22052 0.187' <br /> K=1.00 <br /> T15 51.417- 2L2 1/2x2x3/16xl/4 9.08 8.58 130.7 1.62 -4540 21307 0.213 ' <br /> 31.334 K=1.00 <br /> T16 31.334-0 L2 1/2x2 1/2x1/4(rz) 8.46 7.57 188.5 1.19 -7341 7564 0.971 ' <br /> K=1.00 <br /> ' P„ /OP„controls <br /> Redundant Diagonal 2) Design Data (Compression) <br /> Section Elevation Size L L„ KlIr .4 P„ �P„ Ratio <br /> No. P„ <br /> ft ft ft in= lb lb gyp„ <br /> T10 170.833- 2L2 1/2x2x3/16xl/4 11.10 10.62 160.7 1.62 -1468 14156 0.104' <br /> 146.75 K=1.00 <br /> T11 146.75- 2L2 1/2x2x3/16xl/4 12.02 11.56 174.9 1.62 -1932 11948 0.162' <br /> 121.667 K=1.00 <br /> T12 121.667- 2L21/2x2x3/16x1A 12.78 12.34 186.7 1.62 -2398 10477 0.229' <br /> 96.5843 K=1.00 <br /> T13 96.5843-71.5 21-2 1/2x2x3/16x1/4 13.58 13.16 199.1 1.62 -2872 9219 0.311 ' <br /> K=1.00 <br /> T14 71.5-51.417 2L2 1/2x2x3/16xl/4 11.70 11.30 170.9 1.62 -3791 12503 0.303' <br /> K=1.00 <br /> T15 51.417- 21-21/2x2x3/16x1/4 12.22 11.82 178.8 1.62 -4293 11424 0.376' <br /> 31.334 K=1.00 <br /> T16 31.334-0 L3x3x3/16(rz) 10.37 9.87 202.0 1.09 4503 6033 0.746' <br /> K=1.00 <br /> P„ /�P„controls <br /> Redundant Diagonal (3) Design Data (Compression) <br /> Section Elevation Size L L„ KUr A P„ raP„ Ratio <br /> No. p„ <br /> ft ft ft In- lb lb gyp„ <br /> T16 31.334-0 2L 5x3.5x5/16"x3/8" 13.04 12.63 105.2 5.12 -60683 92618 0.655' <br /> K=1.00 <br />