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MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present Date/Time: Thu Feb 09 14 21 47 2017 C\Users\henry.wright0ocurnentsWSEW Filesk401 I LnL\29,33 Foot Tiered BEN <br /> INPUT DATA: Geometry and Surcharge loads (of SUPERIMPOSED wall) <br /> Design height,Hd 29.33 [ft] I Embedded depth is E= 1.33 ft,and height above top of finished <br /> bottom grade is H=28.00 ft,where H I =5.33 and H2=20.00 <br /> Batter, o) 0.0 [deg] <br /> Backslope, 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 <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> SCALE: <br /> 0 2 4 6 8 10[11] <br /> Soundview Business Center Page 4 of 5 <br /> 11-71-11-17-77 11-17-1-1-111111- -7- <br /> Copyright(0 1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> 1——U—--1 <br />