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MSEW -- Mechanically Stabilized Earth Walls <br />INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br />Design height, Hd 6.66 [ft] ] Embedded depth is E = 1.33 ft, and height above top of finished <br />bottom grade is H = 5.33 ft } <br />Batter, a) 5.7 [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 />UNIFORM SURCHARGE, <br />Uniformly distributed dead load is 0.0 [lb/ft 2], and live load is 100.0 [lb/ft 2] <br />ANALYZED REINFORCEMENT LAYOUT: <br />SCALE: <br />0 2 4 6 [ft] <br />Riven iew pageA.ef� <br />Copy6ght G 1998-2016 ADAMA Engineering, Inc. Licensenumber MI -NI, 30110. <br />