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iSOraeIfi MMXlpriaNl�Y.'1Ykw IiYLY'\'wpf.1pY4{'Yaia18}IM14Wl'.wati�]YYi•w MYi1'\erft MY1'YmajpYN.&Y.mw iO E®{W YnwtipOdL't'wr]OYY't1pnw13YOLY!-r�16Y1¢i'Yrr]fNECE'.Ydebl,JYY.'YpwwNWLi'RYww.JYYrtN'Wew-)pYYR'geaelOJgtYt.-pY:1}YpEN•yyn..elp <br /> MSEW--Mechanically Stabilized Earth Walls T-7342,4 Panel Lock+Load,Parking <br /> Present Dale/Time:Wed Jun 22 11:47:17 2016 G:\USERS KRoberts\7342 Seaway Center\Lock n Load\T-7342 4 Panel LnL WaILBEN <br /> Yafm.>A31i[.fy]O�g OOREW I'Sn�)ONRW.Ysim>OY]EN'Y-wn 30}IJEW N'\gmR39 W]''a.v3OpIRW'Y�SOM]Ex'S'an»IOM]FR'Y'mxN>03$N`i 3 NbJN )O ubE:t'1'wm]OOKE V S ubEN'1'nJw,]Op15£x,HJ]im NMgi't'erp M]M�'t'ww]sYM\'Vpee.}6M1A'C-�Np9EY'{'�i;�� <br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> Design height,Hd 5.30 [ft] {Embedded depth is E= 1.00 ft,and height above top of finished <br /> bottom grade is H=4.30 ft} <br /> Batter, 0) 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 0.0[lb/ft 2] <br /> OTHER EXTERNAL LOAD(S) <br /> [Si] Strip Load,Qv-d=200.0 and Qv-1=0.0[lb/ft 2]. <br /> Footing width,b=20.0 [ft].Distance of center of footing from wall face,d= 10.0[ft]@ depth of 0.0[ft]below soil surface. <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> i € <br /> [S1] <br /> V <br /> `73 <br /> SCALE: <br /> 0 2 4 6[ft] <br /> l„ <br /> Vaia,)OMEFWVwf.IOMEEW3'ww]OMuw V-iw]OEREWV-*.]OMEEWVa.,,MnwYNm30M]EN'YYYm,OMEEWYmm]OMJEWYmm]OMJEN'VwaIOMSEx'VWm]OAIJEM'3'�aS011pEN Vq�m>pY]FY'\'Nn3pNplNVm{m3UMJEW Vertu]OMb[N'YmonJOMSEW Ve.3OIIEWVwen]OMEEM'V.*I.OMEEN''V�pn%3O <br /> T-7342,4 Panel Lock+Load,Parking Page 3 of 4 <br /> Copyright C 1998-2008 ADAMA Engineering,Inc. License number MSEW-301803 <br />