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\�.e.onr.�}..�.:.=."suni.s..}eurr�..•uurY.�}.war v'r.:}s s:::r.wwY iiwniw.uw�v a.iwu•v�...}ewwY.,..uw.\r.}•wva�i'u`u•i•J.:::iiu`.wr...}�i}a r'e'�"r w.\.�}•wwii•}w u}'sivv�.nw.Y..... ' <br /> MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Presm Datefrime: Thu Feb 09 14:25:34 2017 C:1UserslhoM wrighMocwnaastMSEW ResW01 I LnLUS.33 Foot'f iered.BEN <br /> —.1Y\w.�10.1WY.'\rwl}}II}W\ww}}Yl4W\r�}}VM.Yw.�lYbti\w�}.W14'\�)}Mtt'r\.e.�M44V\'r•IO <br /> INPUT DATA: Geometry and Surcharge loads (of SUPERIMPOSED wall) <br /> Design height,Hd 25.33 [ft] {Embedded depth is E= 1.33 ft,and height above top of finished <br /> bottom grade is H=24.00 ft,where H1 = 1.33 and H2=20.00 } <br /> Batter, co 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 /> I SCALE: <br /> 1246810[ft] <br /> Soundview Business Center Page 4 of 5 <br /> Copyright© 1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> _�sE,�'.,,.,oinuun:,'�„w.uusE�;-,'.�nacssuv�'s.,owuu,�:�w,►7e1_�-- .y,.nao},se,.'.,'.�Y,.uyss�','Q..n>ousEu'....u}m..,..,Y,ues�i��x;�.1,�Wsc„-.Y�.,,.uuurv,',,,��ov�cw v_,�,gY1Lt�..ti,m��\Rio.vsEv;.'..�wxscv_�'-•..na�c}isc�,•�wao=_=° <br /> i <br />