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Section Increment <br />10 <br />Average Moment of Inertia in' <br />307S.02 <br />Monopole Section Data <br />Height6M,J�'d <br />Above <br />(ft)Length <br />Section <br />(ftJ <br />Number of <br />Sfdcs <br />Top <br />Diameter <br />(in)Qn) <br />Bottom <br />Diameter <br />Wall <br />Thickness <br />(in) <br />Volume <br />(h) <br />Weigh[ <br />(Iops)Inertia <br />Average <br />Moment at <br />b <br />c <br />S„ <br />Seismic <br />Shear, F°Base <br />Ps) <br />Seismic <br />Induced <br />Moment <br />ki f127 <br />10 <br />12 <br />16 <br />17.93962 <br />0.1875 <br />0.702626 <br />0.344287 <br />368.4295 <br />1.744 <br />1.297 <br />0.884 <br />1.297 <br />0.298 <br />36.33 <br />117 <br />10 <br />12 <br />17.93962 <br />19.87925 <br />0.1875 <br />0.7R3832 <br />0.384078 <br />510.4975 <br />1.470 <br />0.430 <br />0.508 <br />0.591 <br />0.151 <br />16.95 <br />107 <br />1U <br />12 <br />19.87925 <br />21.81887 <br />0.1875 <br />0,865039 <br />0.423869 <br />685.1756 <br />1.219 <br />0.024 <br />0.269 <br />0.094 <br />0.027 <br />2.72 <br />97 <br />9.75 <br />12 <br />21.81887 <br />23.71 <br />0.1875 <br />0,921599 <br />0.451584 <br />892.7303 <br />0.995 <br />-0.111 <br />0.129 <br />-0.199 <br />-0.060 <br />-5.52 <br />90.75 <br />85.75 <br />10 <br />12 <br />22.65613 <br />24.56165 <br />0.25 <br />1.303957 <br />0,638939 <br />1 1318.023 <br />0.862 <br />-0.120 <br />1 0.073 <br />-0.285 <br />-0.121 <br />-10.40 <br />90.75 <br />75.75 <br />10 <br />12 <br />24.56165 <br />26.46716 <br />0.25 <br />1.41032R <br />0.691061 <br />1666.377 <br />0.672 <br />-0.078 <br />0.025 <br />-0.246 <br />•0.114 <br />-8,60 <br />70.75 <br />65.75 <br />10 <br />12 <br />26.46716 <br />28.37267 <br />0.25 <br />1.516699 <br />0.743183 <br />2071.361 <br />0.507 <br />-0.019 <br />0.007 <br />-0.026 <br />-0.013 <br />-0.85 <br />60.75 <br />56.375 <br />8.75 <br />12 <br />28.37267 <br />30.04 <br />0.25 <br />1.41437 <br />0.693041 <br />2504.36 <br />0.372 <br />0.026 <br />0.008 <br />0.182 <br />0.084 <br />4.73 <br />56.25 <br />51.25 <br />30 <br />12 <br />28.73016 <br />30.62126 <br />0.312S <br />2.048919 <br />1.00397 <br />3266.43 <br />0.308 <br />0.043 <br />0.012 <br />0.244 <br />0.164 <br />8.38 <br />46.25 <br />41.25 <br />10 <br />12 <br />30.62126 <br />32.S1236 <br />0.3125 <br />2.18 8877 <br />1.06863 <br />3937.574 <br />0.199 <br />0.063 <br />0.023 <br />0.282 <br />0.201 <br />8.29 <br />36.25 <br />31.25 <br />IO <br />12 <br />32.51236 <br />34.40346 <br />0.3125 <br />2.312835 <br />1.133289 <br />4694.966 <br />0.114 <br />0.070 <br />0.035 <br />0.272 <br />0.206 <br />6.43 <br />26.25 <br />21.5 <br />9.5 <br />12 <br />34.40346 <br />36.2 <br />0.3125 <br />2.319419 <br />1.136515 <br />5520.272 <br />0.054 <br />0.071 <br />0.042 <br />0.257 <br />0.195 <br />4.19 <br />21.75 <br />16.75 <br />30 <br />12 <br />34.fi2945 <br />3fi.5239fi <br />0.37.1 <br />2.947584 <br />1.444316 <br />6747.281 <br />0.033 <br />0.069 <br />0.041 <br />0.248 <br />0.239 <br />4.00 <br />i L75 <br />6.75 <br />IU <br />1'2 <br />36.52396 <br />38.41846 <br />0.375 <br />3.106218 <br />1.522U47 <br />7894.557 <br />U.005 <br />U.046 <br />O.U26 <br />0.185 <br />0.187 <br />1.26 <br />1.75 <br />0.875 <br />1.75 <br />12 <br />38.41846 <br />38.75 <br />0.375 <br />0.559898 <br />0.27435 <br />1 8610.283 <br />1 0.000 <br />1 0.008 <br />1 0.004 <br />1 0.042 <br />0.008 <br />0.01 <br />CCISeismic 2.0.14 Page 3 Analysis Date: 2/20/2018 <br />