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K <br /> 4 <br /> Job Page <br /> Buzz Inn (BU 880407) 11 of 12 <br /> Tower Engineering Project Date <br /> Professionals,Inc. TEP No. 51358.131860 - Seismic Analysis 08:01:30 09/10/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603-5263 Client Designed <br /> Phone:(919)661-6351 Crown Castle 9 by <br /> FAX:(919)661-6350 TLI <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in ft <br /> 75.00 VHLP1-23-1GR 18 22.696 2.5423 0.0004 3598 <br /> 73.29 Seismic Force 35 18 21.731 2.5028 0.0004 3179 <br /> 72.00 ACUTIME 2000 18 21.010 2.4726 0.0004 2923 <br /> 71.03 Seismic Force 33 18 20.470 2.4497 0.0003 2755 <br /> 68.76 Seismic Force 32 18 19.232 2.3957 0.0003 2431 <br /> 66.50 Seismic Force 31 18 18.020 2.3407 0.0003 2174 <br /> 64.24 Seismic Force 30 18 16.835 2.2846 0.0003 1967 <br /> 61.97 Seismic Force 29 18 15.682 2.2271 0.0003 1796 <br /> 59.71 Seismic Force 28 18 14.564 2.1682 0.0003 1652 <br /> 57.45 Seismic Force 27 18 13.482 2.1078 0.0003 1529 <br /> 55.18 Seismic Force 26 18 12.441 2.0457 0.0003 1424 <br /> 52.92 Seismic Force 25 18 11.144 1.9819 0.0003 1331 <br /> 50.66 Seismic Force 24 18 10.492 1.9161 0.0003 1251 <br /> 48.39 Seismic Force 23 18 9.590 1.8484 0.0002 1180 <br /> 46.13 Seismic Force 22 18 8.740 1.7784 0.0002 1135 <br /> 43.63 Seismic Force 21 18 7.863 1.6984 0.0002 1136 <br /> 41.14 Seismic Force 20 18 7.059 1.6162 0.0002 1188 <br /> 38.91 Seismic Force 19 18 6.393 1.5405 0.0002 1255 <br /> 36.69 Seismic Force 18 18 5.775 1.4628 0.0002 1331 <br /> 34.47 Seismic Force 17 18 5.202 1.3834 0.0002 1416 <br /> 32.24 Seismic Force 16 18 4.670 1.3022 0.0002 1514 <br /> 31.00 (3)12"x 12"x 4"Light 18 4.390 1.2561 0.0002 1574 <br /> 30.02 Seismic Force 14 18 4.177 1.2194 0.0002 1626 <br /> 27.80 Seismic Force 13 18 3.721 1.1351 0.0001 1756 <br /> 25.57 Seismic Force 12 18 1299 1.0494 0.0001 1908 <br /> 23.35 Seismic Force 11 18 2.908 0.9624 0.0001 2090 <br /> 21.13 Seismic Force 10 18 2.546 0.8743 0.0001 2310 <br /> 18.90 Seismic Force 9 18 2.209 0.7851 0.0001 2582 <br /> 16.68 Seismic Force 8 18 1.895 0.6950 0.0001 2926 <br /> 14.45 Seismic Force 7 18 1.601 0.6040 0.0001 3376 <br /> 12.23 Seismic Force 6 18 1.325 0.5123 0.0001 3989 <br /> 10.01 Seismic Force 5 18 1.064 0.4200 0.0001 4876 <br /> 7.78 Seismic Force 4 18 0.815 0.3272 0.0000 6269 <br /> 5.56 Seismic Force 3 18 0.575 0.2340 0.0000 8776 <br /> 3.34 Seismic Force 2 18 0.342 0.1405 0.0000 9758 <br /> 1.11 Seismic Force 1 18 0.114 0.0469 0.0000 9758 <br /> Compression Checks <br /> Pole Design Data <br /> Section Elevation Size L L„ Kl/r A P„ 4P„ Ratio <br /> No. P. <br /> ft ft ft in2 K K OP„ <br /> Ll 88-42.25(1) TP20.865x14x0.1875 45.75 0.00 0.0 12.0601 -4.28 877.99 0.005 <br /> L2 42.25-0(2) TP26.83x20.0774x0.1875 45.00 0.00 0.0 15.8556 -7.63 1053.84 0.007 <br /> Pole Bending Design Data <br />