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Section Increment Average Moment of Inertia(in4) <br /> 10 7840.47 <br /> Monopole Section Data <br /> Average Seismic <br /> Height Mid- Top Bottom Wall Seismic <br /> Above Height Z Section Number of Diameter Diameter Thickness Volume Weight Moment of a b c S„ Shear,F. Induced <br /> Base(ft) (ft) Length(ft) Sides (in) (in) (in) (�) (kips) Inertia (kips) Moment <br /> fin') (kip-ft) <br /> 130 125 10 0 30 30 0,375 2.42369 1.187608 3829.445 1.747 1.310 0.889 1.265 1.001 125.19 <br /> 120 115 10 0 30 30 0.375 2,42369 1.187608 3829.445 1.479 0.451 0.518 0.604 0.478 55.01 <br /> 110 105 10 0 30 30 0.375 2.42369 1.187608 3829.445 1.233 0.038 0.280 0.139 0.110 11.54 <br /> 100 95 10 0 30 30 0.375 2.42369 1.187608 3829.445 1.009 -0.107 0.136 -0.138 -0.109 -10.35 <br /> 90 85 10 0 30 30 0.375 2.42369 1.187608 3829.445 0.808 -0.113 0.056 -0.226 -0.179 -15.19 <br /> 80 75 10 0 36 36 0.375 2.914563 1.428136 6658.921 0.629 -0.063 0.018 -0.135 -0.128 -9,63 <br /> 70 65 10 0 36 36 0.375 2.914563 1.428136 6658.921 0.473 _ -0.006 0.006 0.054 0.051 3.33 <br /> 60 55 10 0 36 36 0.375 2.914563 1.428136 6658.921 0.338 0.036 0.009 0.196 0.186 10.24 <br /> 50 45 10 0 36 36 0.375 2.914563 1,428136 6658.921 0.226 0.059 0.020 0.244 0.233 10.47 <br /> 40 35 10 0 42 42 0.5 4.526948 2.218204 14035.8 0.137 0.069 0.032 0.243 0.359 12.57 <br /> 30 25 10 0 42 42 0.5 4.526948 2.218204 14035.8 0.070 0.072 0.041 0.230 0.340 8.50 <br /> 20 15 10 0 42 42 0.5 4.526948 2.218204 14035.8 0.025 0.067 0,040 0.210 I 0.310 4.65 <br /> 10 5 10 0 42 42 0.5 4.526948 2.218204 14035.8 0.003 0.036 0.020 0.130 1 0.192 0.96 <br /> CCISeismic 2.0.07 Page 3 Analysis Date: 5/15/2018 <br />