Laserfiche WebLink
Subject: <br />Job No.: 149259 Made by: P.Thomas Date: 1/19/2015 <br />Ref:Foothill LF Checked: L.Yamamoto Reviewed: L.Yamamoto <br />Seismic Slope Displacement for the MPE Event <br />3. Calculate the Newmark seismic displacements for the base. <br />Yield acceleration, ky =0.1399 <br />ky/kMax = 1.06 <br />Yield acceleration, ky =0.1399 <br />ky/kMax = 0.77 <br />U/[(MHARock)(D5-95)] = 0.1600 mm/s <br />U =0.6976 mm 0.0275 in 0.0023 ft <br />U/[(MHARock)(D5-95)] = 3.8000 mm/s <br />U =16.5680 mm 0.6523 in 0.0544 ft <br />MEDIAN VALUES: <br />16% PROBABILITY OF EXCEEDANCE VALUES: <br />MEDIAN VALUES: <br />16% PROBABILITY OF EXCEEDANCE VALUES: <br />3.8 <br />0.16 <br />1.060.77 <br />3 of 3