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«.nFl1D.fSt\tv.mlnY65% bv".fl.a'aion*lFVOW t4.rgw11Yk54'.wr-wlnKtYrviINNWFtw+bl4AFv 1etm.Mt%N'!•':.PwMar1,itttW.n14M8WW.,wiON0r fagfifi{Ya'L^ver-?tKYR'lmrNNliTv.n.)rY tV r.rale,151 w rauuo•c.i:..toMxca•rnw..o <br /> MSEW--Mechanically Stabilized Earth Walls T-7342,5 Panel Lock+Load,Parking <br /> Present Date/Time: Wed Jun 22 11 48.29 2016 G:\USERSUCRoberts\7342 Seaway Centel-ft-lick n Load T-7342 5 Panel LaL Wall,BEN <br /> ` s'+ ..1r.tus4p..isuusry=.s!spc a fn.wr-w.m,:auuryesrlaasaM�.: iaugsrtire•!!!fro__ !W.^•^+r..:!r?4f: !a r#wY'r*te+ata' ..m <br /> .,r +S*Ott.h�n,f."tit*.srMn!P Xwr.. nttM.,,tries?!. _+� -- ; <br /> f— -_t,,.-?�i.-`r <br /> f y � <br /> SOIL DATA <br /> REINFORCED SOIL <br /> Unit weight, y 125.0 lb/ft <br /> Design value of internal angle of friction, 4) 34.0° <br /> RETAINED SOIL <br /> Unit weight, y 125.0 lb/ft <br /> Design value of internal angle of friction, 4) 34.0° <br /> FOUNDATION SOIL(Considered as an equivalent uniform soil) <br /> Equivalent unit weight, y ectu;v. 130.0 lb/ft 3 <br /> Equivalent internal angle of friction, 4)equiv. 36.0° <br /> Equivalent cohesion, c equiv 100.0 lb/ft 2 <br /> Water table does not affect bearing capacity <br /> LATERAL EARTH PRESSURE COEFFICIENTS <br /> I ' <br /> Ka(internal stability)=0.2827 (if batter is less than 10°,Ka is calculated from eq. 15. Otherwise,eq.38 is utilized) <br /> Inclination of internal slip plane, W=62.00° (see Fig.28 in DEMO 82). <br /> Ka(external stability)=0.2827 (if batter is less than 10°,Ka is calculated from eq. 16. Otherwise,eq. 17 is utilized) <br /> BEARING CAPACITY <br /> Bearing capacity coefficients(calculated by MSEW): Nc=50.59 N r 56.31 <br /> SEISMICITY <br /> Maximum ground acceleration coefficient,A=0.250 <br /> Design acceleration coefficient in Internal Stability: Kh=Am=0.300 <br /> Design acceleration coefficient in External Stability: Kh=0.300 (Am=0.000) <br /> Kae(Kh>0)=0.4561 Kae(Kh=0) =0.2463 0 Kae=0.2098 (see eq.37 in DEMO 82) <br /> Seismic soil-geogrid friction coefficient,F*is 80.0%of its specified static value. <br /> I � <br /> fI <br /> Gtr hJW v4t115xwt1itif,larvalaluta'v®a**WeGera w.MWI.... 4.4.1L+w$1000,vw..wlart neliuua++timnr.rLLwr:a.e+gt+Mw010tOW J Msfl rrr.Wan*ru...lksti. ...w+344V t�.10MMiyae0e1tSlxr..01441,1rta..t.weY.ss.>.UMWWas MI <br /> T-7342,5 Panel Lock+Load,Parking Page 2 of 4 <br /> Copyright 01998-2008 ADAMA Engineering,Inc. License number MSEW-301803 <br />