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\._..rouNT•`.•.NN v-�...u�r•s._x.rxvv\r•.ml.•r-.rwv Ix...•1 uu.r...•iNur\�..ruNv♦.r..•.vu r I...•i uuv.�...LLuv sw.n 1.uI1W i.�..o YUW I......NUW\..��.NNW\r.....uu w\...�Ixuv\....r uu r\.—..au4 N'\'.�.IULLw ti...l• <br /> MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present Date/Time: Tue Oct 13 13:35:53 2015 C:1Userslhenry wrightlDocumentsVvlSEW Files\40!I LnLU3 33 foot BEN <br /> •.NNv•...�.yN♦+�xu�.l u•�. _.i.uu re-'+i.•ryrv•r.1l+wWv�..nuNv'\.-_...�a.4-�.lNu.\.�ff.rv�.�i'1Wv.r�.au!n\-.�.AUsers ._..ies\40 N1 3 Ir..l. <br /> INPUT DATA: Geometry and Surcharge loads (of a SEMPLE STRUCTURE) <br /> Design height,Hd 33.33 [ft] {Embedded depth is E= 1.33 ft,and height above top of finished <br /> bottom grade is H=32.00 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 2] <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> SCALE: <br /> 0 5 10 15 20 25 30 [ft] <br /> —1.x,r,,3.1-1111...,,Nam,, 1 w,a..,,o>„Ex,ws. ,...,1._.A "IN 1... 1 ,,,��,.,I,,,,.-o,l,�'.x<M,o,l,l„•�„I,,;1 ;„�, <br /> Soundview Business Center Page 4 of 5 <br /> Copyright(0 1999-2011 ADAMA Engineering,Inc. License number MLNI,-301109 <br /> �wpsaou;fW'I.r N1W W 1�.\OLtif♦ylY1Wv I,.�AO NYW I'r14.LLfrLL'•.rN IW'/.'•.I..YI.IW�v 1.M1AY961\'1'W la?v[M'.�ali\}SS_4'1'uu 1L WlY 1'rlaMNi 1'rri{WHII...wlYlllllfS WOLtf ylP.rll W.'l��N�y'ik l.ml➢I�v'Lwlia124M'1'm.c1.WlF1+M iA <br />