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MSEW Mechanically Stabilized Earth Walls Soundview Technology Center <br /> Present Dateffimc:Tue Dm 13 13:54:44 2016 C:\Users\chaselmlsetM)eskiopA hose-13tWop CopiesMall Ooign%\4011 05\44 Pool HEN <br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> Design height,Hd 44.00 [ft] Embedded depth is E=1.33 ft,and height above top of finished <br /> bottom grade is H=42.67 ft <br /> Batter, o) 5.7 [deg] <br /> Backslope, R 0.0 [deg] <br /> Backslope rise 0.0 [ft] Broken back equivalent angle,1=0.001 (see Fig.25 in DEMO 82) <br /> UNIFORM SURCHARGE <br /> t1j Uniformly distributed dead load is 250.0[lb 2] <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> NEWPOWNW04-now <br /> SCALE: <br /> 0 5 10 15 20 25 30 [ft] <br /> Soundview'rechnology Center Page 4 of 5 <br /> Copyright(D 1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br />