Laserfiche WebLink
Job Page <br /> MxTowe� Zephyrhills (BU 816298) 36 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 aobregon <br /> FAX-(919)661-6350 <br /> Section Elevation Sire L L„ Kl/r A P„ �P Ratio <br /> No. P. <br /> ft ft ft lh lb �pn <br /> K=l.00 <br /> P„ /�P controls <br /> Top Girt Design Data (Compression) <br /> Section Elevation Size L L„ Kl/r A P. �P„ Ratio <br /> No. P„ <br /> ft ft ft in= lh lb �p <br /> Tl 287.667- L3x2 1/2x1/4 10.00 4.56 111.8 1.31 -548 21969 0.025 <br /> 280.084 K=1.08 <br /> T3 272.5- L5x3x1/4 11.87 5.50 109.8 1.94 -3024 29559 0.102' <br /> 247.333 K=1.10 <br /> T4 247.333- 2L3 1/2x2 1/2xl/4x5/16 14.98 7.05 92.3 2.88 -5317 59488 0.089' <br /> 232.583 K=1.00 <br /> T7 209.583- 197 2L3x2x3/16x5/16 19.65 9.17 1397 1.80 -9460 20890 0.453' <br /> K=1.00 <br /> r P„ /�P„controls <br /> Redundant Horizontal 1 Design Data (Compression) <br /> Section Elevation Size L L„ Kl/r A P �P Ratio <br /> No. p„ <br /> ft ft ft in' lb lb �p <br /> T3 272.5- L21/2x2x3/16 3.36 3.15 104.2 0.81 -241 14792 0.016' <br /> 247.333 K=1.18 <br /> T5 232.583- L2 1/2xI 1/2x3/16 4.20 3.87 141.9 0.71 -768 8020 0.096' <br /> 222.166 K=1.00 <br /> T6 222.166- L21/2x2x3/16 4.52 4.19 118.9 0.81 -915 12457 0.073' <br /> 209.583 K=1.01 <br /> T7 209.583- 197 L2 1/2x2x3/16 4.91 4.58 128.7 0.81 -1369 10964 0.125' <br /> K=1.00 <br /> T8 197-181.3 2L2 1/2x2x3/16xl/4 5.30 4.97 86.7 1.62 -1400 35270 0.040' <br /> K=1.00 <br /> T9 181.3- L21/2x2x3/16 5.79 5.45 153.2 0.81 -1973 7785 0.253 ' <br /> 170.833 K=1.00 <br /> TIO 170.833- L2 1/2xl 1/2x3/16 4.07 3.74 137.2 0.71 -2154 8583 0.251 ' <br /> 146.75 K=1.00 <br /> Tl 1 146.75- L2 1/2x] 1/2x3/16 4.57 4.24 155.4 0.71 -2937 6691 0.439' <br /> 121.667 K=1.00 <br /> T12 121.667- L21/2xl 1/2x3/16 5.08 4.75 174.3 0.71 -3816 5315 0.718' <br /> 96.5843 K=1.00 <br /> T13 96.5843-71.5 L2 1/2x2x3/16 5.60 5.27 148.0 0.81 -4738 8333 0.568' <br /> K=1.00 <br /> T14 71.5-51.417 L2 1/2x2x3/16 6.12 5.78 150.5 0.81 -5728 8073 0.709' <br /> K=1.30 <br /> T15 51.417- 21-21/2x2x3/16xl/4 6.53 6.20 102.4 1.62 -6532 30173 0.216' <br /> 31.334 K=1.00 <br /> T16 31.334-0 L2 1/2x2 1/2x 1/4(rz) 3.63 3.30 82.2 1.19 -6309 27022 0.233 ' <br /> K=1.00 <br />