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MSEW-- Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present Date/Time: rue Oct I 13 io:24 2015 C gNuc Ahenry w,igh10-I nenls\tT6 FilesV;0I I 1,nLQ.0 Foot HEN <br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> Design height,Hd 20.00 [ft] {Embedded depth is E= 1.33 ft,and height above top of finished <br /> bottom grade is H=18.67 ft} <br /> Batter, co 5.7 [deg] <br /> Backslope, [i 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 /> I <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> Now <br /> SCALE: <br /> 02468 10[ft] <br /> Soundview Business Center Page 4 of 5 <br /> Copyright 0 1998-201 l ADAMA Engineering,Inc. License number MLNL 301109 <br />