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'`...weaw�z a».a.sauwn,.e....txaaar.««m "•aen.:.x',..eti.: as '�xsw.:ssrnva .�,»ana�a. x..n...,.z x'.�.ax�ma..,...eattwn cw.,,.xe'�,;w.a s.�,,,:szuas: �':,+w s;.'«'.t.,w.,,xxi��.xx:W,.�..xannd;ns..,.. xe�ra:rs'.wwxxwe»a:.x:,.. ssvaua..,..,».rxcxas.csw.,""Pa aYasai"""'""z»,..x""""'"u"""'"'" <br />MSEW -- Mechanically Stabilized Earth Walls Riverview <br />INPUT DATA: Geometry and Surcharge loads (of a SIMPI.,E STRUCTURE) <br />Design height, Hd 5.33 [ft] { Embedded depth is E = 1.33 ft, and height above top of finished <br />bottom grade is H = 4.00 ft } <br />Batter, 0) 5.7 [del;] <br />Backslope, (3 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 />Yasvaz.t3'HH:'4�..e..w: CawA�W'�sw zaaEma tar<w4cifua..�.�rcr�a aam+iatxa.b2'aigaYA3xww64,Kib:'i'awrtaka#C8'a.+:mn ekb�+bII-.-._.ea7�'aa',a�»x.Ram,:a . �x.4+kp3IIreena mxA.x.�DID.km.xaw.x isag'aaw..ava^sei:.r..aD.4 taatm.4w+.t Cl+d'd"a:'e+.✓rt aR aG IIwwa9Witb�..w.a x'E <br />Riverview Pa&;A-vr6 i <br />Copyright 0 1998-2016 ADAMA Engineering, [tic. License nuinber ML.NI: 301109 <br />