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, <br /> a <br /> +:, Norpro(SU 826263) <br /> fkt1 r "�" -",; <br /> _, TEP#: 46302.115847 <br /> Analysis: SCW 4/12/2017 <br /> Seismic Analysis_v0.18.5 Check: MZS 4/12/2017 <br /> wxh1 <br /> Height Weight Tk k F3, wx= >a <br /> (ft) (k) (s) k w;h; Ew;h; (Ib) L:=1"*zhi <br /> 109.59 0.22 1.453 1.477 222.085 34426.906 0.006 78.12 Fx=Crx`V <br /> 110.00 0.03 1.453 1.477 31.027 34426.906 0.001 10.91 <br /> 110.78 0.21 1.453 1.477 224.446 34426.906 0.007 78.95 <br /> 111.96 0.21 1.453 1.477 226.788 34426.906 0.007 79.77 <br /> 113.15 0.21 1.453 1.477 229.110 34426.906 0.007 80.59 <br /> 114.33 0.21 1.453 1.477 231.607 34426.906 0.007 81.47 <br /> 115.52 0.21 1.453 1.477 233.693 34426.906 0.007 82.20 <br /> 116.70 0.21 1.453 1.477 235.952 34426.906 0.007 83.00 <br /> 117.89 0.21 1.453 1.477 238.191 34426.906 0.007 83.78 <br /> 119.07 0.21 1.453 1.477 240.406 34426.906 0.007 84.56 <br /> 121.00 1.59 1.453 1.477 1891.803 34426.906 0.055 665.44 <br /> 122.37 1.32 1.453 1.477 1592.779 34426.906 0.046 560.26 <br /> 125.00 0.02 1.453 1.477 29.379 34426.906 0.001 10,33 <br /> 125.74 0.13 1.453 1.477 164.190 34426.906 0.005 57.75 <br /> 127.06 0.13 1.453 1.477 165.832 34426.906 0.005 58.33 <br /> 128.37 0.13 1.453 1.477 167.331 34426.906 0.005 58.86 <br /> 129.69 0.13 1.453 1.477 169.068 34426.906 0.005 59.47 <br /> 131.00 0.13 1.453 1.477 170.664 34426.906 0.005 60.03 <br /> 132.32 0.13 1.453 1.477 172.244 34426.906 0.005 60.59 <br /> 133.64 0.13 1.453 1.477 173.808 34426.906 0.005 61.14 <br /> 134.95 0.13 1.453 1.477 175.220 34426.906 0.005 61.63 <br /> 136.00 3.07 1.453 1.477 4340.653 34426.906 0.126 1526.81 <br /> 136.27 0.11 1.453 1.477 160.577 34426.906 0.005 56.48 <br /> 137.58 0.11 1.453 1.477 154.865 34426.906 0.004 54.47 <br /> 138.90 0.11 1.453 1.477 156.029 34426.906 0.005 54.88 <br /> 140.21 0.11 1.453 1.477 157.053 34426.906 0.005 55.24 <br /> 141.53 0.11 1.453 1.477 158.297 34426.906 0.005 55.68 <br /> 142.85 0.10 1.453 1.477 159.403 34426.906 0.005 56.07 <br /> 144.16 0.10 1.453 1.477 160.489 34426.906 0.005 56.45 <br /> 145.48 0.10 1.453 1.477 161.555 34426.906 0.005 56.83 <br /> 146.79 0.10 1.453 1.477 162.477 34426.906 0.005 57.15 <br /> 148.00 2.06 1.453 1.477 3296.701 34426.906 0.096 1159.60 <br /> 148.11 0.09 1.453 1.477 144.721 34426.906 0.004 50.91 <br /> 149.42 0.08 1.453 1.477 131.715 34426.906 0.004 46.33 <br /> 150.00 0.62 1.453 1.477 1009.952 34426.906 0.029 355.25 <br /> 151.50 0.01 1.453 1.477 18.219 34426.906 0.001 6.41 <br /> 153.00 0.05 1.453 1.477 76.569 .34426.906 0.002 26.93 <br /> 155.00 0.00 1.453 1.477 6.865 34426.906 0.000 2.41 <br /> 156.00 0.03 1.453 1.477 49.741 34426.906 0.001 17.50 <br /> Seismic Analysis_v0.18.5 Page 3 of 3 <br /> Tower Engineering Professionals,Inc. <br /> 326 Tryon Road I Raleigh,NC 27603-3530 Office: (919)661-6351)Fax: (919)661-6350 www.tepgroup.net <br />