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� 9FSMRA�VwwY1: /Pc tU.awM`tHkk't'W.w4u2fiY^`Y"�'un»>v\Ne,O'<�a-c 4s�3Y':wW+#:+aro9 iA4[3A^Y'tvk-vNME'Y i.»we iTMNtYe..�MH#: >.wu>SSL a":'r<nt?ep�Vi>w.w.w rxw5fli .i�»+RiIM{:x'4.r.a ni #kL +ucae c yvni*;b&MTro�w bR,� Wp"nue A11%iN i's�aa4x+�Y'FNmwxx <br />NviSEW -- 4.techanically Stabilized Earth Walls Riverview <br />!'re>:.ctw .. 1,<:�e F.�;1ur. €-9:•a3:>•,?!i .,,r'Vre(I: •.SE: ,:.)t :4'I•iL3 ji.i5F.:ti <br />INPUT DATA: Geometry and Surcharge loads (of a SIMPLE 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, w 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 250.0 [lb/ft Z] <br />ANALYZED REINFORCEMENT LAYOUT <br />SCALE: <br />0 2 4 6 [ft] <br />Rivo-View page <br />Copyright 0! 1998-2016 ADAMA Engineering, Inc. License number MLNL.-301109 <br />