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tnxTower Job Zephyrhills (BU 816298) Page39 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tryon Road <br /> Raleigh.NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle aobre on <br /> FAX-(919)661-6350 9 <br /> Section Elevation Sire L L„ Klh• A P„ Ratio <br /> No. P„ <br /> ft ft ft in71 1b Ib gyp„ <br /> P„ l¢P„controls <br /> Redundant Hi 1 Design Data (Compression) <br /> Section Elevation Sire L L„ Klh• A P. �P„ Ratio <br /> No. P„ <br /> ft ft ft M2 lb Ib <br /> T16 31.334-0 2L2 1/2 x 2 1/2 x 3/16 x 5.14 5.14 79.2 1.80 -652 42014 0.016' <br /> 5/16 K=1.00 <br /> P„ /�P„controls <br /> Redundant Hi 2 Design Data (Compression) <br /> Section Elevation Si_e L L„ Klh• A P„ V1, Ratio <br /> No. P„ <br /> ft fi ft inn' lb Ib gyp„ <br /> T 10 170.833- L3 1/2x3 1/2x 1/4 11.52 11.52 199.2 1.69 -90 9624 0.009' <br /> 146.75 K=1.00 <br /> T11 146.75- 2L2 1/2x2 1/2x3/16x5/16 12.92 12.92 199.2 1.80 -143 10271 0.014' <br /> 121.667 K=1.00 <br /> T12 121.667- 21,21/2x3xl/4xIA 14.38 14.38 229.3 2.63 -110 11277 0.010' <br /> 96.5843 K=1.00 <br /> T13 965843-71.5 2L21/2x3xl/4xl/4 15.84 15.84 252.6 2.63 -114 9293 0.012' <br /> K=1.00 <br /> KL/R>250(C)-571 <br /> T14 71.5-51.417 2L 3 x 3 1/2 x 1/4 x 1/4 17.30 17.30 227.3 3.13 -65 13665 0.005' <br /> K=1.00 <br /> T15 51.417- 2L 3 x 3 1/2 x 1/4 x 1/4 18.47 18.47 242.7 3.13 -66 11989 0.006' <br /> 31.334 K=l.00 <br /> T16 31.334-0 2L2 1/2 x 2 1/2 x 3/16 x 10.28 10.28 158.5 1.80 -389 16234 0.024' <br /> 5/16 K=1.00 <br /> P„ /�P„controls <br /> Redundant Hi 3 Design Data (Compression) <br /> Section Elevation Sire L L„ Klh• .4 P„ �P„ Ratio <br /> No. P„ <br /> ft ft ft in= Ib Ib gyp„ <br /> T16 31.334-0 21-21/2x3xl/4xl/4 15.42 15.42 245.8 2.63 -204 9814 0.021 ' <br /> K=1.00 <br /> P„ /�P„controls <br />