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Pa <br /> tnxTower Job e <br /> Zephyrhills (BU 816298) . 46 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,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX (919)661-6350 aobregon <br /> P„ /rpP„controls <br /> Redundant Diagonal 3 Design Data Tension <br /> Section Elevation Si=e L L„ Kl/r A P„ rpP„ Ratio <br /> No. P <br /> fi fi ft in-' lb lb gyp" <br /> T16 31.334-0 2L 5x3.5x5/16x3/8" 13.04 12.63 105.2 5.12 54949 165888 0.331 ' <br /> P„ controls <br /> Redundant Hi 1 Design Data Tension <br /> Section Elevation Sice L L„ KlAr A P„ �P„ Ratio <br /> No. P„ <br /> ft ft fi ar lb lb gyp„ <br /> T16 31.334-0 2L2 1/2 x 2 1/2 x 3/16 x 5.14 5.14 79.2 1.80 828 58472 0.014' <br /> 5/16 <br /> P„ /OP„controls <br /> Redundant Hip 2) Design Data (Tension) <br /> Section Elevation Sire L L„ Kl/r A P" r P„ Ratio <br /> No. p„ <br /> ft ft jt in' 1b lb yP <br /> T10 170.833- L31/2x31/2xl/4 11.52 11.52 126.8 1.69 35 54756 0.001 ' <br /> 146.75 <br /> T11 146.75- 2L2 1/2x2 1/2x3/16x5/16 12.92 12.92 199.2 1.80 94 58472 0.002' <br /> 121.667 <br /> T12 121.667- 2L21/2x3xl/4xt/4 14.38 14.38 229.3 2.63 45 85050 0.001 ' <br /> 96.5843 <br /> T13 96.5843-71.5 2L2 1/2x3x1/4x1/4 15.84 15.84 252.6 2.63 41 85050 0.000' <br /> T16 31.334-0 21-2 1/2 x 2 1/2 x 3/16 x 10.28 10.28 158.5 1.80 233 58472 0.004' <br /> 5/16 <br /> P„ /OP„controls <br /> Redundant Hi 3) Design Data (Tension) <br /> Section Elevation Sire L L„ K1/r A P„ gyp„ Ratio <br /> No. P„ <br /> fi fi fi in= lh lb ep <br /> T16 31.334-0 21-2 1/2x3x l/4x 1/4 15.42 15.42 243.8 2.63 52 85050 0.001 ' <br />