Laserfiche WebLink
MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> ,,�re,s,ent�ncaimc Tue,Oct 13 13 45 34 2015 C\Uscrs\hemy wrighl0ocumenIAM SEW Files\4011 LnL\26 67 Fool DEN <br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> Design height,Hd 26.66 [ft] Embedded depth is E= 1.33 ft,and height above top of finished <br /> bottom grade is H=25.33 ft <br /> Batter, o) 5.7 [deg] <br /> Backslope, 0.0 [deg] <br /> Backslope rise 0.0 [ft] Broken back equivalent angle,1=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 /> -a A 0 <br /> Soundview Business Center Page 4 of 5 <br /> Copyright(0 1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br />