Xi E.: U Design Maps Summary Report <br />User-Specified Input <br />Building Code Reference Document 2012 International Building Code <br />(which utilizes USGS hazard data available in 2008) <br />Site Coordinates 44.010830N, 123.07728°W <br />Site Soil Classification Site Class D - "Stiff Soil" <br />Risk Category I/II/III <br />2mi LSt+~i. M <br />5000lik <br />Eugene <br />Springfield <br />1 0 ,ray R y I <br />ryY H <br />oi•,rt.Y <br />mss' yea ';'d A M E R I C A <br />it <br />mapiluest @2015 MapQuest Some data @201 °4p @ MapQuest <br />USGS-Provided Output <br />SS = 0.762 g S" = 0.910 g Sps = 0.607 g <br />S1 = 0.400 g Sh11 = 0.641 g Spl = 0.427 g <br />For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and <br />deterministic ground motions in the direction of maximum horizontal response, please return to the application and <br />select the "2009 NEHRP" building code reference document. <br />1.10 <br />1.00-- <br />0.90-- <br />0.20-- <br />0.70 <br />0.60 <br />LM 0.50 <br />0.40 <br />0.20-- <br />0.20-- <br />0.10 <br />0.00 <br />0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 <br />Period, T (sec) <br />0.63 <br />0.56 <br />0.42 <br />0.35 <br />Ln 0.22 <br />0.21 <br />0.14-- <br />0.07 <br />0.00 <br />0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 <br />Period, T (sec) <br />Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the <br />accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. <br />MCER Response Spectrum <br />Design Response Spectrum <br />