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Y.w.�r�1EwY�wf�WaM\bf�1�W1�Y�F�NLYY�r�1� tw�N WIV Fr�rYIYIY�'NNW,tY��NMNMY�1�11111'Y�1���-�'�fii�o�o�isc�vv.i,icn�o�is[w�R,ron.o,�iaEx�.Rim�o�s[x�mi..i>o.�is�x�.wn�o�fr���men�o�isti��.�rn�o,�is[x�enir�3o�is[x�..v,n�o.�is[x�.iam�o <br /> MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present Date/Time: Thu Feb 09 14:04:43 2017 C:\Users\henry.w ight\Documents\MSEW Files\4011 LnL\33.33 Foot Tlered,BEN <br /> ____pisgVY}wJ�ILS«..�L!_��S�HMrYtTr>asisEsrcr.m,u_=___inso.i ini onistx .rv,rn_osisea urraousesu,,, nso.sE��sn_ _�_ <br /> INPUT DATA: Geometry and Surcharge loads (of SUPERIMPOSED wall) <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,where Hl =9.33 and H2=20.00 } <br /> Batter, co 0.0 [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 /> Offset of upper segment from lower one,Offset= 10.0 ft, Blackslope2= 16.0 deg. and Backslope rise,S2=2.7 ft. <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 /> Soundview Business Center Page 4 of 5 <br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> s:••••a�:�'�x'��-swC�'si�]rNb��'.Y1�F-?r»)4Y�iovs[v_,a_.n 3��cN�AYW1t'Iw�ilWlrr>eutiEx aow�ovsEx:�...msovse�_Y.smw�su�x_sm,mz�lWitA'2••w�^_v.sE�`ic usE�ls.+��cusExs��n vs[uv�ioliM111rJ�vuKsnun�ox�s[sf.c��evs[1� <br />