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\� Norpro(BU 826263) <br /> ppo`ESS o,,,9 TEP#: 46302.124891 <br /> Analysis: RWT 7/12/2017 <br /> Seismic Analysis_v0.18.5 Check: DAR 7/12/2017 <br /> Code Revision: ASCE/SEI 7-10 <br /> Occupancy: II <br /> Tower Type: Monopole <br /> Tower Height: 150.08 ft <br /> Importance Factor: 1.00 <br /> R: 1.50 <br /> Seismic Inputs Seismic Values <br /> Lat: 47" 56' 32.810" 47.942° SMs: 1.443 <br /> Long: -122" 15' 42.950" -122.262° SMS: 0.718 <br /> SEs: 0.962 <br /> Ss: 1.443 SD1: 0.478 <br /> Si: 0.552 To: 0.099 S <br /> Site Class: C (per Geotech) Ts: 0.497 s <br /> FA: 1.000 TL: 6.000 s <br /> Fv: 1.300 <br /> Tower Frequency ®Frequencies odeEd Participation <br /> ... SX Par... SY Par...lcm II O } <br /> ❑ ❑ Par... ,. <br /> Per: RISA-3D 1 .682 1.465 54.657 <br /> fS: 0.6820 Hz 2 2 .682 1.465 54.657 <br /> Period,T: 1.4663 s <br /> 3 Totals: 54.657 54.657 <br /> SA: 0.326 <br /> Cs: 0.6415 <br /> CS,MIN: O.0423 <br /> CS,MAx: 0.2176 <br /> Cs: 0.2176 <br /> Structure Weight: 38.36 k <br /> N22 <br /> Total Seismic Wt: 55.64 k Nga <br /> 1.2•Seismic Wt: 66.77 k <br /> Vs: 12.11 kHii <br /> NNqqg <br /> hJ48 <br /> [111 <br /> N41 <br /> N78 <br /> N76 <br /> N75 <br /> N74 <br /> N 72 <br /> N71 <br /> N 70 <br /> N69 <br /> N68 <br /> N67 <br /> N66 <br /> N65 <br /> N64 <br /> N63 <br /> N62 <br /> 61 <br /> 460 <br /> Seismic Analysis_v0.18.5 Page 1 of 3 <br /> Tower Engineering Professionals,Inc. <br /> 326 Tryon Road I Raleigh,NC 27603-35301 Office: (919)661-63511 Fax: (919)661-63501 www.tepgroup.net <br />