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.. is,s...,.w,a....»,r,r.'iw,w...•w...�..�.,.®wws:. :ems v..-,:ros :swavas,r.�u wi:�:«w•r.ora�,•rr.�vray...w os..........woe ems.u......-,..w..v...,.wwv....,. <br /> MSEW-- Mechanically Stabilized Earth Walls Proposed Storage Building <br /> I'rcxul!laic I mc I;,;an I:. ! Pr,.t:o,ed S way,ritukil MSr W.111.5'!'t111)pacr k y l .8Ek <br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> ---an height. Hd 5.00 [ft] { Embedded depth is E= 1.50 ft,and height above top of finished <br /> bottom grade is H=3.50 ft } <br /> Batter, w 1.8 [deg] <br /> Backslope, p 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 500.0[1b/ft 2] <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> SCALE: <br /> 0 2 4 f[ft] <br /> Proposed Storage Building Page 5 of 6 <br /> Copyright C 1998-2008 ADAMA Engineering,Inc. License number MSEW-301803 <br /> .r r+n,ouvam+u.c.,...,u,ou ,•_.-. _,.u„ ,_. . ..ae.. ,...,.,e,a • .. lema,....._.—•• ,: ls•MA:r-•--••...� <br />