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<br /> MSEW--Mechanically Stabilized Earth Walls Soundview Business Center
<br /> Present Date/Time: Thu Feb 09 13:36:00 2017 C:\Users\henry,wright\Documents\MSEW Files\401 1 LnL\40 Foot Tiered.BEN
<br /> INPUT DATA: Geometry and Surcharge loads (of SUPERIMPOSED wall)
<br /> Design height,Hd 40.00 [ft] { Embedded depth is E= 1.33 ft,and height above top of finished
<br /> bottom grade is H=38.67 ft,where H1 = 16.00 and H2=20.00}
<br /> Batter, w 0.0 [deg]
<br /> Backslope, (3 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
<br /> SCALE:
<br /> 0 5 10 15 20 25 30 [ft]
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<br /> Soundview Business Center Page 4 of 5
<br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109
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