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MSF W--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present Dale/Time: Tue Oel 13 1! "1020 2'1- C:1Userslhenry wnght0ocurnenB\MSEW FilesW011 IAA6 67 Foot BEN <br /> .,.•,a....w,.a.m,a.•>r.•.�•W.•,.t�a�..�m.��,o,•.r.,��,..-•,��:�.v...._.�,.•�t•,�r.,�o,�.�,vt..�,a,�..,v.m_..�..awn,.�,.u�.wa...,-,e��..w,:..w,��,u.,•.-,..�..,o.����,�...,,.�<Ew,�..,..,,�.m <br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> Design height,Hd 6.66 [ft] {Embedded depth is E= 1.33 ft,and height above top of finished <br /> bottom grade is H=5.33 ft} <br /> Batter, cu 5.7 [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 /> UNIFORM SURCHARGE <br /> Uniformly distributed dead load is 250.0 [lb/ft Z] <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> 1 <br /> SCALE: <br /> 0 2 4 6[ft] <br /> -1 <br /> .i.��.ia�.....\• ..�..t�\�.i9 ...•.._i•lit � - �t��•.i• Zvi.�.t.bil��f...ii1w11�.w..iV.�i��.1�Vu...-..iVI...«..Y��.....�b•I�...�illm�..«...m• ...IYM.�.-..IYAI� <br /> Soundview Business Center Page 4 of 5 <br /> Copyright©1998-201 l ADAMA Engineering,Inc. License number MLNL-301109 <br /> \.w..l[Y.\.r\Irµ...«•i y11\.-..lyy f\ti.1.W I.M II.L(\r.1\YYI r I\Ml�.wl.1i�1.w1.•Y1\w IINIt.....11 W\\...••Mal w.14��\..�1114Y\�u1111µi I..�.IM\\�11Iy1\.r..M11.�.r t I.NItI.w.IM1.w/1 <br />