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.w.�.irri,�e,rw•..�rrw�,...nrrMv1d.u.,.,®.,,.w.arT.•.rt.`•.wNW 1a.a.�tlri•,w..e,WM ,...N.Yf.w-..1.Wa'sa.Na......e:w•:.—...a......,.ws...a,.rr,rw.�,.a•+...„rr,u..._..-..uv:..`..r.w....... <br /> MSEW--Mechanically Stabilized Earth Walls Proposed Storage Building <br /> Present Date-I ime Fn Jan') '3 04:I 2016 [i u1S[iRSY deckerTtoposed Stowe Butklutg1MSE q a'a'Cenpaci keystone 13LN <br /> .....,wr•,..�..w.....i..,.....-..w..�..w.......w:..�...,........,....,•..�..u.•._.N,r.•.�...r.....�....,..._...�.......w•...._r.........r«s ..rrw. .-.i..enw.r._...............J._,..._....... <br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> height,Hd 7.00 [ft] I Embedded depth is E= 1.50 ft,and height above top of finished <br /> bottom grade is H=5.50 ft } <br /> Batter, w 1.8 [deg] <br /> Backslope, 13 0.0 [deg] <br /> Backslope rise 0.0 [ft] Broken back equivalent angle,I=0.000 (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[lb/ft 2] <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> SCALE: <br /> 0 2 4 6[ft] <br /> Proposed Storage Building Page 5 of 6 <br /> Copyright© 1998-2008 ADAMA Engineering,Inc. License number MSEW-301803 <br /> fmma1LY1fl.mrN1lWli4•••LL104a.4rlilnL.11•0414rmaSaiYCL.)w•J-0}.1oom:.`—••`waLaia <br /> - '-.\umaliJNfl.srlilmie.a.-..:,/.alYO{i....tAi1:1011ana/31GLYW4Yii\aatilYP.WYYRiYY1OLI.1rLi1.1•Or” <br />