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'—*Z*O D¢.wwsa}RY.wt.Mn{lrwN41:4*ow IMAY 1.**taams\'w..**fit ****UMW !Mot Wow*wYraww..)€N31.se+************l4wlw V5.i.la4041,********M+Aw.)awkr'!"+v.A.11+tliw'kes..lkp`""'.•..•_.�..�J• <br /> MSEW--Mechanically Stabilized Earth Walls T-7342,7 Panel Lock+Load,Parking <br /> Present Date/Time:Wed Jun 22 11:51:23 2016 G:\USERS\KRoberts\7342 Seaway Center\Lock n Load\T-7342 7 Panel L.nL WalIBEN <br /> _onnn Vnw)OAKs•w. nwtrW......MlFM'Vau)ONlEx Vv,.wnlalllFMV.�an1a A1SEM V••nw,aNs[x.•m...)aAKcx'rwgm)a,�EEv. axav� u •1mn .a.,e0cxYsuy. v.m...)jy moklenzssy,tustroRtir.4,t.tiu K',.''orahl,m.Yeuynt99.0,1 4..- <br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> Design height,Hd 9.33 [ft] {Embedded depth is E= 1.00 ft,and height above top of finished <br /> bottom grade is H=8.33 ft} <br /> Batter, a 5.4 [deg] <br /> Backslope, (3 0.0 [deg] <br /> Backslope rise 0.0 [ft] Broken back equivalent angle,I=0.00° (see Fig.25 in DEMO 82) <br /> UNIFORM SURCHARGE <br /> Uniformly distributed dead load is 0.0[lb/ft 2] <br /> OTHER EXTERNAL LOAD(S) <br /> [SI] Strip Load,Qv-d=200.0 and Qv-1=0.0[1b/ft 21. <br /> Footing width,b=20.0[ft].Distance of center of footing from wall face,d=10.0[ft]@ depth of 0.0[ft]below soil surface. <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> 3 i <br /> [Si] <br /> V l <br /> SCALE: <br /> 0 2 4 6[ft] <br /> 4M'.waawlw'{wwllWK41****HIURIOv.-r.Mux,,******Mn'*Imo)a.Atw,'wr,.xR.,'wwls101wlF.e***L'Avw1•PRIP***ok Mein sf******04wvw0l*kW*Wrw),14.1,11...own..twee man•y ooMOMVLva6Wlw\5***}lwMWVMwttuKa'****xaMiXt*•••w <br /> T-7342,7 Panel Lock+Load,Parking Page 3 of 4 <br /> Copyright®1998-2008 ADAMA Engineering,Inc. License number MSEW-301803 <br />