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%.\ ' Norpro(BU 826263) <br /> TEP#: 46302.115847 <br /> Analysis: SCW 4/12/2017 <br /> Seismic Analysis v0.18.5 Check: MZS 4/12/2017 <br /> Code Revision: ASCE/SEI 7-10 <br /> Occupancy: li <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: 4T' 56' 32.810" 47.942° SMS: 1.443 <br /> Long: -122" 15' 42.950" -122.262° SM1: 0.718 <br /> Sps: 0.962 <br /> Ss: 1.443 Sin: 0.478 <br /> Si: 0.552 To: 0.099 s <br /> Site Class: C (per Geotech) Ts: 0.497 s <br /> FA: 1.000 IL: 6.000 s <br /> Fv: 1.300 <br /> Tower Frequency <br /> Per: RISA-30 <br /> fi 0.6880 Hz <br /> Period,T: 1.4535 s <br /> SA: 0.329 <br /> A � 3• <br /> Cs: 0.6415 <br /> CS,MIN: 0.0423 <br /> CS,MAX: 0.2195 <br /> Cs: 0.2195 I <br /> ) F <br /> Structure Weight: 38.36 k <br /> Total Seismic Wt: 55.18 k <br /> f4 <br /> 1.2•Seismic Wt: 66.21 k <br /> ® Q 7P c-- <br /> Fre uencne•and Partin ation i I <br /> VS: 12.11 k © Mode Fre ue... Period... SX Par. SY Par... SZ Par_ <br /> 1 .688 1.453 4 464 49 9 E 3 <br /> 2 2 688 1.453 49.953 4 464 <br /> 3 Totals 54117 =4417 ���i <br /> 1. <br /> „7- <br /> Tr: <br /> rr, <br /> US] <br /> Seismic Analysis_v0.18.5 Page 1 of 3 <br /> Tower Engineering Professionals,Inc. <br /> 326 Tryon Road I Raleigh,NC 27603-3530 Office: (919)661-63511 Fax: (919)661-63501 www.tepgroup.net <br />