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vonon)o MSEW Veacnlo MSEW Vmwn l.o MSEW vmwn JOAIIIW vmwnJOAISEW Vmxn JOAISEW Vevm JOAISEw Vm�on]o AISEw VmmIOMSEW vmmIUMSFW vmxn to Al$Ew vemmJOAISEw Vmbn]o MSEW Vexn)a MSEW Vmim JOMSE\V Vvwn]oA15EW vmxnlo MSEW VmwnIa MSEW Vnxm to MSEW Vavm]oMSEw vemn]a MSEwV�+n]o <br /> MSEW--Mechanically Stabilized Earth Walls Soundview Business Center i <br /> Present Date/Time: Thu Feb 09 14:24:05 2017 C:\Users\henry.wright\Doc ments\MSEW Files\4011 LnL\26.67 Foot Tiered.BEN <br /> vmw��JOMSEwvm,mloMSEw vm.m,onrsEw vm ]oAlssw V.mw,]o MSEW v�m]oAISEw vm,m]a MSEW Vm�]o AlsEw vm�]oMSEw Vwm]a MSE\V VM��,]oAISEw _ MS ]VMSEwv�)o MSEWV 3DNISEWV.30 MSEwvmw <br /> INPUT DATA: Geometry and Surcharge loads (of SUPERIMPOSED wall) <br /> Design height,Hd 26.67 [ft] {Embedded depth is E= 1.33 ft,and height above top of finished <br /> bottom grade is H=25.34 ft,where H1=2.67 and H2=20.00 } <br /> Batter, w 0.0 [deg] <br /> Backslope, R 0.0 [deg] <br /> Backslope rise 0.0 [ft] Broken back equivalent angle,I=0.00' (see Fig.25 in DEMO 82) <br /> Offset of upper segment from lower one,Offset= 10.0 ft, Blackslope2= 16.0 deg. and Backslope rise,S2=2.7 ft. <br /> UNIFORM SURCHARGE <br /> Uniformly distributed dead load is 250.0 [lb/ft 2] <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> SCALE: <br /> 0246810[ft] <br /> Soundview Business Center m�oMSEw��m]oA�SEW,m�m).oA�EEw]m�)oMSEw��JaMSEwv�mlaAlSEw�A,�,]oA�sEw\,.,�,]oMSEw�m,�]aMSEwv„�JOMSEw�,.�]aMSEwv�)oAISEW�e,.,,)oM=Ew�m�,loM,Ew��JOAISEw�.,�]aMSEwv�Page 4 of 5 <br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> utErutaur�...n ��,)Y1EW.,r�llYllY]rE1E <br />