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Job e <br /> gPa <br /> tnXTower Zephyrhills (BU 816298) 34 of 52 <br /> Toiver Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Ttyon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle aobregon <br /> FAX:(919)661-6350 <br /> Leg Design Data (Compression) <br /> Section Elevation Size L L„ Klb- A P„ �P Ratio <br /> No. P„ <br /> ft fi ft in= lb lb W, <br /> TI 287.667- L5x5x5/16 7.61 7.61 91.9 3.03 -957 68151 0.014' <br /> 280.084 K=1.00 <br /> T2 280.084- L5x5x5/16 7.61 7.61 91.9 3.03 -2397 68151 0.035' <br /> 272.5 K=1.00 <br /> T3 272.5- L5x5x1/2 25.26 6.32 77.1 4.75 -13545 138404 0.098' <br /> 247.333 K=1.00 <br /> T4 247.333- L8x8x5/8 14.81 7.40 56.2 9.61 -31737 343201 0.092' <br /> 232.583 K=1.00 <br /> T5 232.583- L8x8x5/8 10.46 5.23 39.7 9.61 -39779 385363 0.103' <br /> 222.166 K=1.00 <br /> T6 222.166- L8x8x5/8 12.63 6.32 48.0 9.61 -52050 365491 0.142' <br /> 209.583 K=1.00 <br /> T7 209.583-197 L8x8x5/8 12.63 6.32 48.0 9.61 -68352 365491 0.187' <br /> K=1.00 <br /> T8 197-181.3 L8x8x11/8 15.76 7.88 60.6 16.70 -89646 574459 0.156' <br /> K=1.00 <br /> T9 181.3- L8x8x1 1/8 10.51 5.25 40.4 16.70 -118735 666923 0.178' <br /> 170.833 K=1.00 <br /> T10 170.833- L8x8x11/8 24.17 8.06 62.0 16.70 -141863 567438 0.250' <br /> 146.75 K=1.00 <br /> T11 146.75- L8x8x3/4 25.18 8.39 63.7 11.40 -193756 381148 0.508' <br /> 121.667 K=1.00 <br /> T12 121.667- L8x8xl 25.18 8.39 64.6 15.00 -252609 497680 0.508' <br /> 96.5843 K=1.00 <br /> T13 96.5843-71.5 L8x8x11/8 25.18 8.39 64.6 16.70 -313836 534066 0.566' <br /> K=1.00 <br /> T14 71.5-51.417 L8x8x11/8 20.16 6.72 51.7 16.70 -379528 618134 0.614' <br /> K=1.00 <br /> T15 51.417- L8x8x11/8 20.16 6.72 51.7 16.70 -432981 618134 0.700' <br /> 31.334 K=1.00 <br /> T16 31.334-0 L8x8x11/8 31.45 7.86 60.5 16.70 -416546 575107 0.724' <br /> K=1.00 <br /> P„ /�P„controls <br /> Diagonal Design Data (Compression) <br /> Section Elevation Size L L„ K1b• A P„ V Ratio <br /> No. P„ <br /> ft ft ft in' lh lb W, <br /> Tl 287.667- 2L21/2x2x3/16x5/16 9.36 8.55 127.1 1.62 -1033 22393 0.046' <br /> 280.084 K=1.00 <br /> T2 280.084- 2L21/2x2x3/16x5/16 9.64 8.85 130.7 1.62 -3322 21328 0.156' <br /> 272.5 K=1.00 <br /> T3 272.5- 2L21/2x21/2xl/4x5/l6 14.67 13.80 149.2 2.38 -8102 24116 0.336' <br /> 247.333 K=1.00 <br /> T4 247.333- 2L3x2 1/2xl/4xl/4 11.19 10.29 126.5 2.63 -8102 36624 0.221 ' <br /> 232.583 K=0.97 <br /> T5 232.583- 2L2 1/2x3x1/4x1/4 13.81 12.66 114.4 2.63 -10625 42679 0.249' <br /> 222.166 K=1.00 <br /> T6 222.166- 2L21/2x31/2xl/4x5/16 15.98 7.67 124.0 2.88 -12934 41469 0.312' <br />