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tYZ.KTO�VeY Job Page <br /> Zephyrhills (BU 816298) 35 of 52 <br /> Project Date <br /> Tower Engineering <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tgon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle Onbre <br /> FAX:(919)661-6350 ao g <br /> Section Elevation Si=e L L„ Klh• A P„ +p Ratio <br /> No. p„ <br /> fr fr fr ill, !b !b �pn <br /> 209.583 K=0.99 <br /> T7 209.583- 197 2L2 1/2x3 1/2xl/4x5/16 16.47 7.91 127.0 2.88 -15539 39835 0.390' <br /> K=0.98 <br /> T8 197-181.3 2L 3 1/2 x 4 x 1/4 x 1/4 19.53 18.13 124.2 3.63 -23424 51755 0.453 ' <br /> K=1.00 <br /> T9 181.3- 2L 3 x 3 1/2 x 1/4 x 1/4 16.10 14.83 116.3 3.13 -22067 49651 0.444' <br /> 170.833 K=1.00 <br /> TIO 170.833- 2L3 1/2x5x5/16x5/16 27.75 9.25 107.7 5.12 -38893 88823 0.438' <br /> 146.75 K=1.00 <br /> T11 146.75- 2L3 1/2x5x5/16x5/16 29.40 9.80 114.1 5.12 -43795 82639 0.530' <br /> 121.667 K=1.00 <br /> T12 121.667- 2L3 1/2x5x5/16x5/16 30.23 10.08 117.3 5.12 -47010 79555 0.591 ' <br /> 96.S843 K=1.00 <br /> T13 96.5843-71.5 2L3 1/2x5x5/16x5/16 31.12 10.37 120.8 5.12 -51935 76300 0.681 ' <br /> K=1 00 <br /> T14 71.5-51.417 2L3 1/2 x 4 x 1/4 x 1/4 28.09 17.74 121.3 3.63 47704 53656 0.889' <br /> K=1.00 <br /> T15 51.417- 2L31/2x4x5/16xl/2 28.96 18.52 120.8 4.49 -49751 67547 0.737' <br /> 31.334 K=1.00 <br /> T16 31.334-0 2L5x5x3/8x1/2 26.59 8.86 95.9 7.22 -94125 144191 0.653' <br /> K=2.00 <br /> P„ /+P„controls <br /> Horizontal Design Data (Compression) <br /> Section Elevation Si_e L L„ Kl/r A P„ +P„ Ratio <br /> No. P„ <br /> ,/i ft fi in' lb !b +p„ <br /> T2 280.084- 2L21/2x2x3/16x5/16 10.94 5.26 103.2 1.62 -1978 29914 0.066' <br /> 272.5 K=1.20 <br /> T3 272.5- 2L2x2x3/16x5/16 13.43 6.28 121.6 1.43 -4045 21274 0.190' <br /> 247.333 K=1.00 <br /> T4 247.333- 2L2 1/2x2x3/16x5/16 15.89 7.38 115.2 1.62 -5907 26070 0.227' <br /> 232.583 K=1.00 <br /> TS 232.583- 2L5x31/2x5/16x5/16 16.81 7.75 73.6 5.12 -6803 121635 0.056' <br /> 222.166 K=1.00 <br /> T6 222.166- 2L3x2x3/16x5/16 18.09 8.39 129.7 1.80 -7873 23997 0.328' <br /> 209.583 K=1.00 <br /> T8 197-181.3 2L5x3x5/16x5/16 21.20 10.27 128.2 4.80 -13725 65215 0.210' <br /> K=1.20 <br /> T9 181.3- 2L6x3.5x5/16x5/16 23.14 10.91 100.7 5.74 -16552 97350 0.170' <br /> 170.833 K=1.00 <br /> Tl0 170.833- 2L31/2x21/2x1/4x5/16 24.44 11.56 137.6 2.88 -19296 34325 0.562' <br /> 146.75 K=1.00 <br /> T11 146.75- 2L5x31/2x5/16x5/16 27.41 13.05 113.8 5.12 -22727 82937 0.274' <br /> 121.667 K=1.00 <br /> T12 121.667- 2L4x3xl/4xl/4 30.51 14.60 145.7 3.38 -26085 35919 0.726' <br /> 96.5843 K=1.00 <br /> T13 96.5843-71.5 2L4x31/2x5/16xl/4 33.61 16.15 145.9 4.49 -30700 47676 0.644' <br /> K=0.95 <br /> T14 71.5-51.417 2L31/2x21/2xl/4 36.71 18.02 112.9 2.88 -33293 47720 0.698' <br /> K=0.50 <br /> T15 51.417- 2L31/2x21/2x1/4 39.19 19.26 120.6 2.88 -35939 43373 0.829' <br /> 31.334 K=0.50 <br /> T16 31.334-0 2L6x4x7/16x1/2 41.67 14.88 110.2 8.37 -72972 142997 0.510' <br />