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NISEW-- Mechanically Stabilized Earth Walls SOUndview Business Center <br /> Present NO-Finie -r,,c Oct i 1 14:09:4 1 2015 C:\Uscrs\hcnry w6gnL\Docurncnl.srkMSDA'Files\401 I U08 Fool BFN <br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> Design height,Hd 8.00 [ft] Embedded depth is E= 1.33 ft,and height above top of finished <br /> bottom grade is H=6.67 ft <br /> Batter, (o 5.7 [deg] <br /> Backslope, R 0.0 [deg] <br /> Backslope rise 0.0 [ft] Broken back equivalent angle,1=0.00' (see Fig.25 in DEMO 82) <br /> UNIFORM SURCHARGE <br /> Uniformly distributed dead load is 250.0 [lb/ft 2] <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> SCALE: <br /> 0 2 4 6[ft] <br /> Soundview Business Center Page 4 of 5 <br /> Copyright 0 1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br />