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MSEW--Mechanically Stabilized Earth Walls' Soundview Business Center
<br /> Present Uetcft'Imc Toe Oct U U 59:052015 C WsersVhenry Wright\DoC—ICWs\MSEW Files\401I 1,nL\1733 Foot BEN
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<br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE)
<br /> Design height,Hd 17.33 [ft] {Embedded depth is E= 1.33 ft,and height above top of finished
<br /> bottom grade is H=16.00 ft}
<br /> Batter, co 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 2]
<br /> ANALYZED REINFORCEMENT LAYOUT:
<br /> SCALE:
<br /> 0 2 4 6 8 10[ft]
<br /> Soundview Business Center Page 4 of 5
<br /> Copyright© 1998-201 l ADAMA Engineering,Inc. License number MLNL-301109
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