2215 MERRILL CREEK PKY T MOBILE ANTENNA 2019-02-12

1 Norpro(BU 826263) �/ ENGI"EERING PROFESSIONALSTEP#: 46302.124891 Analysis: RWT 7/12/2017 Seismic Analysis_v0.18.5 Check: DAR 7/12/2017 wxltxk Height Weight Tk k F„ C�,x= (ft) (k) (s) k wihi £wihi (Ib) Ld=iWift 1.20 1.03 1.466 1.483 1.359 35956.824 0.000 0.46 Fs=Cps'V 3.61 1.03 1.466 1.483 6.881 35956.824 0.000 2.32 6.01 1.02 1.466 1.483 14.566 35956.824 0.000 4.90 8.41 1.01 1.466 1.483 23.808 35956.824 0.001 8.02 10.82 1.00 1.466 1.483 34.294 35956.824 0.001 11.55 13.22 1.00 1.466 1.483 45.822 35956.824 0.001 15.43 15.62 0.99 1.466 1.483 58.243 35956.824 0.002 19.61 18.03 0.98 1.466 1.483 71.444 35956.824 0.002 24.05 20.43 0.97 1.466 1.483 85.329 35956.824 0.002 28.73 22.83 0.96 1.466 1.483 99.827 35956.824 0.003 33.61 25.24 0.96 1.466 1.483 114.856 35956.824 0.003 38.67 27.64 0.95 1.466 1.483 130.371 35956.824 0.004 43.89 30.04 0.94 1.466 1.483 146.314 35956.824 0.004 49.26 32.45 0.93 1.466 1.483 162.641 35956.824 0.005 54.75 34.85 0.93 1.466 1.483 179.306 35956.824 0.005 60.36 37.25 0.92 1.466 1.483 196.273 35956.824 0.005 66.08 39.66 0.91 1.466 1.483 213.505 35956.824 0.006 71.88 42.06 0.90 1.466 1.483 230.968 35956.824 0.006 77.76 44.46 0.89 1.466 1.483 248.632 35956.824 0.007 83.70 49.25 4.51 1.466 1.483 1460.199 35956.824 0.041 491.59 53.93 0.66 1.466 1.483 244.862 35956.824 0.007 82.43 56.12 0.66 1.466 1.483 257.709 35956.824 0.007 86.76 58.31 0.65 1.466 1.483 270.602 35956.824 0.008 91.10 , 60.50 0.65 1.466 1.483 283.540 35956.824 0.008 95.46 62.69 0.64 1.466 1.483 296.473 35956.824 0.008 99.81 64.88 0.64 1.466 1.483 309.428 35956.824 0.009 104.17 67.07 0.63 1.466 1.483 322.383 35956.824 0.009 108.53 69.26 0.62 1.466 1.483 335.326 35956.824 0.009 112.89 71.45 0.62 1.466 1.483 348.264 35956.824 0.010 117.25 73.64 0.61 1.466 1.483 361.138 35956.824 0.010 121.58 75.83 0.61 1.466 1.483 373.988 35956.824 0.010 125.91 78.02 0.60 1.466 1.483 386.788 35956.824 0.011 130.21 80.21 0.60 1.466 1.483 399.529 35956.824 0.011 134.50 82.40 0.59 1.466 1.483 412.202 35956.824 0.011 138.77 84.59 0.59 1.466 1.483 424.799 35956.824 0.012 143.01 86.78 0.58 1.466 1.483 437.332 35956.824 0.012 147.23 88.97 0.58 1.466 1.483 449.733 35956.824 0.013 151.41 91.16 0.57 1.466 1.483 462.053 35956.824 0.013 155.55 95.00 3.86 1.466 1.483 3313.022 35956.824 0.092 1115.35 95.29 2.53 1.466 1.483 2177.238 35956.824 0.061 732.98 98.93 0.23 1.466 1.483 208.923 35956.824 0.006 70.34 100.11 0.23 1.466 1.483 211.641 35956.824 0.006 71.25 101.30 0.23 1.466 1.483 214.199 35956.824 0.006 72.11 102.48 0.23 1.466 1.483 216.829 35956.824 0.006 73.00 103.67 0.22 1.466 1.483 219.064 35956.824 0.006 73.75 104.00 0.03 1.466 1.483 26.479 35956.824 0.001 8.91 104.85 0.22 1.466 1.483 220.275 35956.824 0.006 74.16 106.04 0.22 1.466 1.483 223.014 35956.824 0.006 75.08 107.22 0.22 1.466 1.483 225.358 35956.824 0.006 75.87 108.41 0.22 1.466 1.483 227.870 35956.824 0.006 76.71 Seismic Analysis_v0.18.5 Page 2 of 3 Tower Engineering Professionals,Inc. 326 Tryon Road I Raleigh,NC 27603-3530 Office: (919)661-6351 I Fax: (919)661-6350 I www.tepgroup.net