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MSEW -- Mechanically Stabilized Earth Walls Riverview <br />2fl19 SkkiMas ')K':k:£•a- BEN. <br />INPUT DATA: Metal mats/grids <br />(Analysis) <br />D A T A <br />Metal mats <br />Metal mats <br />Metal mats <br />Metal mats <br />Metal mats <br />type # 1. <br />tywe#2 <br />t- g #3 <br />tylle_#4 <br />tiMe# - <br />Yield strength of steel, Fy [kips/in 21 <br />65.0 <br />N/A <br />N/A <br />N/A <br />N/A <br />Gross width of grid, b [in] <br />72.0 <br />N/A <br />N/A <br />N/A <br />N/A <br />Vertical. spacing, Sv [ft] <br />Varies <br />N/A <br />N/A <br />N/A <br />N/A <br />Design cross section area, Ae (in 2'1 <br />0.49 <br />N/A <br />N/A <br />N/A <br />N/A <br />Thickness of transverse element, t [in] <br />0.4 <br />N/A <br />N/A <br />N/A <br />N/A <br />Distance between transverse bars, St [in] <br />11.8 <br />N/A <br />N/A <br />N/A. <br />N/A <br />Friction angle along reinforcement -soil interface, <br />p <br />(a), the top <br />33.66 <br />N/A <br />N/A <br />N/A <br />N/A <br />CO 19.7 ft or below <br />18.42 <br />N/A <br />NIA <br />NIA <br />N/A <br />Pullout resistance factor, F* <br />(a the top <br />0.67 <br />N/A <br />N/A <br />N/A <br />N/A <br />(ct, 19.7 ft or below <br />0,33 <br />N/A <br />N/A <br />N/A <br />N/A <br />Scale -effect correction factor, a <br />1.00 <br />N/A <br />N/A <br />N/A. <br />N/A <br />Variation of Lateral Earth Pressure Coefficient With Depth <br />Z K/Ka <br />0 ft <br />2.50 <br />3.3 ft <br />2.30 <br />6.6 ft <br />2.05 <br />9.8 ft <br />1.85 <br />13.1 ft <br />1.65 <br />16.4 ft <br />1.40 <br />19.7 ft <br />1.20 <br />K / Ka <br />0 0.0 1.0 2.0 3.0 <br />Z [ft] <br />6.6 <br />9.8 <br />16.4 <br />26.2 <br />32.8 <br />•xa�r'u sz»ra - 'r`«», •<,,:%uaraexa¢aa�.«x+ .�xaw«a..aws.v+..raro«.es `a.a�az.aces:am as �»•chacesz.zx�««axwnva:, usa»w,.rs�r,:� raswa¢mains.+r��a•aa«,roza»:w�uww.+as„a-:-.*aan+sex>.a.ssxxew+ �:u.;.«�a.xce <br />Riverview <br />Copyright 0 1998-2016 ADAMA Engineering,;Cnc.. _ _ License numbo, MLNt.-30110t <br />