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N-ISEW Mechamilcally Stabilized Earth Wills Rivervie-w <br />Y. ( h'u'Vs 11111o'\ 'A:31� LA Bi N <br />INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br />Design height, Hd 9.33 [ft] Embedded depth is E =.-. 1.33 ft, and height above top of finished <br />bottom grade is H = 8.00 ft <br />Batter, co 5.7 [deg] <br />Backslope, Q 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 1], and live load is 100.0 [lb/ft 2] <br />ANALYZED REINFORCEMENT LAYOUT: <br />SCALE: <br />0 2 4 6 [ft] <br />I <br />Riverview <br />Copyright 0 1998-2016 ADAMA Engineering, Inc. License number MI-NL.-301109 <br />