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MSEW -- Mechanically Stabilized Earth Walls Riverview <br />Pi,,scw A:,, I c. Fri Mai I $ 09:44:42 200 Y:iChases IaLm"Wall DesignSAM,K WWI; LL KBEN <br />INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br />Design height, Hd 8.00 [11] Embedded depth is E = 1.33 ft, and height above top of finished <br />bottom grade is H = 6.67 ft <br />Batter, (0 5.7 [deg] <br />Backslope, Q 0.0 [deg] <br />Backslopc 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[ft] <br />Rivervii�w flag- 4 <br />((:)P'Vright,�.' 1998-2016 ADAMA hquinecring, Inc. License ouniber 1Q9 <br />