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2215 MERRILL CREEK PKY T MOBILE ANTENNA 2019-02-12
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2215 MERRILL CREEK PKY T MOBILE ANTENNA 2019-02-12
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2/12/2019 10:48:54 AM
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MERRILL CREEK PKY
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2215
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T MOBILE ANTENNA
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it00119.:swER <br /> Norpro(BU 826263) <br /> PROFESSIONALS TEP#: 46302.124891 <br /> Analysis: RWT 7/12/2017 <br /> Seismic Analysis v0.18.5 Check: DAR 7/12/2017 <br /> Height Weight T k k F„ C,, = w[� - <br /> (ft) (k) (S) k wihi Ewihi C� (Ib) Gg_1Wthk <br /> 109.59 0.22 1.466 1.483 230.363 35956.824 0.006 77.55 Fx=Cirx'V <br /> 110.00 0.03 1.466 1.483 31.973 35956.824 0.001 10.76 <br /> 110.78 0.22 1.466 1.483 232.836 35956.824 0.006 78.39 <br /> 111.96 0.22 1.466 1.483 235.290 35956.824 0.007 79.21 <br /> 113.15 0.21 1.466 1.483 237.924 35956.824 0.007 80.10 <br /> 114.33 0.21 1.466 1.483 240.137 35956.824 0.007 80.84 <br /> 115.52 0.21 1.466 1.483 242.528 35956.824 0.007 81.65 <br /> 116.70 0.21 1.466 1.483 244.898 35956.824 0.007 82.45 <br /> 117.89 0.21 1.466 1.483 247.246 35956.824 0.007 83.24 <br /> 119.07 0.21 1.466 1.483 249.783 35956.824 0.007 84.09 <br /> 121.00 2.03 1.466 1.483 2492.807 35956.824 0.069 839.22 <br /> 122.38 1.32 1.466 1.483 1644.193 35956.824 0.046 553.53 <br /> 125.00 0.02 1.466 1.483 30.300 35956.824 0.001 10.20 <br /> 125.74 0.13 1.466 1.483 169.345 35956.824 0.005 57.01 <br /> 127.06 0.13 1.466 1.483 171.049 35956.824 0.005 57.58 <br /> 128.37 0.13 1.466 1.483 172.739 35956.824 0.005 58.15 <br /> 129.69 0.13 1.466 1.483 174.278 35956.824 0.005 58.67 <br /> 131.00 0.13 1.466 1.483 176.068 35956.824 0.005 59.27 <br /> 132.32 0.13 1.466 1.483 177.709 35956.824 0.005 59.83 <br /> 133.64 0.13 1.466 1.483 179.334 35956.824 0.005 60.37 <br /> 134.95 0.13 1.466 1.483 180.941 35956.824 0.005 60.91 <br /> 136.00 2.98 1.466 1.483 4346.886 35956.824 0.121 1463.41 <br /> 136.27 0.11 1.466 1.483 165.564 35956.824 0.005 55.74 <br /> 137.58 0.11 1.466 1.483 159.819 35956.824 0.004 53.80 <br /> 138.90 0.11 1.466 1.483 161.029 35956.824 0.004 54.21 <br /> 140.21 0.11 1.466 1.483 162.220 35956.824 0.005 54.61 <br /> 141.53 0.11 1.466 1.483 163.391 35956.824 0.005 55.01 <br /> 142.85 0.10 1.466 1.483 164.416 35956.824 0.005 55.35 <br /> 144.16 0.10 1.466 1.483 165.672 35956.824 0.005 55.77 <br /> 145.48 0.10 1.466 1.483 166.782 35956.824 0.005 56.15 <br /> 146.79 0.10 1.466 1.483 167.872 35956.824 0.005 56.52 <br /> 148.00 2.01 1.466 1.483 3331.245 35956.824 0.093 1121.49 <br /> 148.11 0.09 1.466 1.483 149.396 35956.824 0.004 50.30 <br /> 149.43 0.08 1.466 1.483 135.897 35956.824 0.004 45.75 <br /> 150.00 0.72 1.466 1.483 1213.853 35956.824 0.034 408.65 <br /> 151.50 0.01 1.466 1.483 18.813 35956.824 0.001 6.33 <br /> 153.00 0.05 1.466 1.483 79.071 35956.824 0.002 26.62 <br /> 155.00 0.00 1.466 1.483 7.090 35956.824 0.000 2.39 <br /> 156.00 0.03 1.466 1.483 51.374 35956.824 0.001 17.30 <br /> Seismic Analysis_v0.18.5 Page 3 of 3 <br /> Tower Engineering Professionals,Inc. <br /> 326 Tryon Road I Raleigh,NC 27603-35301 Office: (919)661-6351 Fax: (919)661-63501 www.tepgroup.net <br />
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