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WxTower Job Zephyrhills(BU 816298) Page44 of 52 <br /> Tower Engineering Project Date <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 <br /> FAX:(919)661-6350 aobregon <br /> P„ /r P„controls <br /> Redundant Horizontal 1 Design Data Tension <br /> Section Elevation Si_e L L„ KlIr A P„ V1, Ratio <br /> No. P„ <br /> ft ft ft hr' Ib 16 op� <br /> T3 272.5- L2 1/2x2x3/16 3.36 3.15 63.0 0.81 236 26212 0.009' <br /> 247333 <br /> T5 232.583- L21/2x11/2x3/16 4.20 3.87 109.9 0.71 753 23161 0.033' <br /> 222.166 <br /> T6 222.166- L2 1/2x2x3/16 4.52 4.19 83.8 0.81 902 26212 0.034' <br /> 209.583 <br /> T7 209.583-197 L2 1/2x2x3/16 4.91 4.58 91.6 0.81 1365 26212 0.052' <br /> T8 197-181.3 2L2 1/2x2x3/16xl/4 5.30 4.97 75.2 1.62 1404 52397 0.027' <br /> T9 1813- L2 1/2x2x3/16 5.79 5.45 109.1 0.81 1972 26212 0.075' <br /> 170.833 <br /> TIO 170.833- L21/2xl 1/2x3/16 4.07 3.74 106.3 0.71 2154 23161 0.093 ' <br /> 146.75 <br /> T11 146.75- L2 1/2x1 1/2x3/16 4.57 4.24 120.3 0.71 2937 23161 0.127' <br /> 121.667 <br /> T12 121.667- L21/2x11/2x3/16 5.08 4.75 135.0 0.71 3816 23161 0.165' <br /> 96.5843 <br /> T13 96.5843-71.5 L2 1/2x2x3/16 5.60 5.27 105.4 0.81 4738 26212 0.181 ' <br /> T14 71.5-51.417 L2 1/2x2x3/16 6.12 5.78 115.7 0.81 5728 26212 0.219' <br /> T15 51.417- 2L21/2x2x3/16xl/4 6.53 6.20 93.8 1.62 6532 52397 0.125' <br /> 31.334 <br /> T16 31.334-0 L2 1/2x2 1/2x1/4(rz) 3.63 3.30 82.2 1.19 6309 38556 0.164' <br /> P„ /QP„controls <br /> Redundant Horizontal 2 Design Data Tension <br /> Section Elevation Sire L L„ Kl/r A P. �P Ratio <br /> No. P„ <br /> ft ft fi in= Ih 1b W, <br /> T10 170.833- L2 1/2x2 1/2x3/16 8.14 7.81 120.5 0.90 2154 29225 0.074' <br /> 146.75 <br /> T11 146.75- L3x3x3/16 9.14 8.80 112.5 1.09 2937 35316 0.083 ' <br /> 121.667 <br /> T12 121.667- L3x3x3/16 10.17 9.84 125.7 1.09 3816 35316 0.108' <br /> 96.5843 <br /> T13 96.5843-71.5 L3x3x1/4 11.20 10.87 1403 1.44 4738 46656 0.102' <br /> T14 71.5-51.417 2L2 1/2x2 1/2x3/16 12.24 11.90 183.6 1.80 5728 58320 0.098' <br /> T15 51.417- 2L2 1/2 x 2 1/2 x 3/16 x 13.06 12.73 1963 1.80 6532 58472 0.112 <br /> 31.334 5/16 <br /> T16 31.334-0 L2 1/2x2 1/2xl/4(rz) 7.27 6.93 172.6 1.19 6309 38556 0.164' <br /> P„ /r P„controls <br /> Redundant Horizontal 3 Design Data Tension <br />