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MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Prefrnl DatdTime Thu Feb 09 13:3T04?017 C\Users\henry.wHght\Documents\MSEW Files\4011 LnL\38.67 Foot Tlered,BEN <br /> INPUT DATA: Geometry and Surcharge loads (of SUPERIMPOSED wall) <br /> Design height,Hd 38.67 [ft] { Embedded depth is E= 1.33 ft,and height above top of finished <br /> bottom grade is H=37.34 ft,where H1 = 14.67 and H2=20.00 } <br /> Batter, w 0.0 [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 /> 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 21 <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> I <br /> SCALE: <br /> 0 5 10 15 20 25 30 [ft] <br /> Soundview Business Center Page 4 of 5 <br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> i <br />