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V..r.MSER V..w MSEW.V..r. MSEW V—MSEW V—MSEWV..s MTEWVs-.MYER'•Vmiw M.SFR'.Vw•ir M3EY-Vnuea MiEi+1'—MaEW'• V•teaM,EW V—MEWV—MSW- Vn.m MS-Y'nurMSER'.Vn.m MSFR'-V•ron MSE?'+Vnva MiERYV.:nM.EW.V—MSEW. t'—MSEW'•V.. MSEW VnwMSER• <br />MSEW -- Mechanically Stabilized Earth Walls Kikuchi Retaining Wall <br />Present Daty rime: Tue Mar 09 13:17:37 2021 C:;Users;henry.wrighfDocumentstMSEW FileiO833 LnUA.67 Foot.BENp <br />Y—MSEW. V.wMSEW'•Yes MSFR'-Vn.e MSER'-\'mom MiEW'r Vnw.MSEW.L'.....MSEWV..rn MSEW•V—MSEW\'awMSER'•VrwMSEA'•V.... M1EW-V..e.MSEW-Y...w MSEW-tines MaEW. V..r. MSEW V. MSEWV...m MSEWV..s MSER'•V..w MSEWVnwa M1ER'-V..'s MSEW: Y"—MAW+V—Mi W. <br />INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br />Design height, Hd 6.67 [ft] { Embedded depth is E = 1.00 ft, and height above top of finished <br />bottom grade is H = 5.67 ft } <br />Soil in front of wall is Horizontal. <br />Batter, w 5.7 [deg] <br />Backslope, (3 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] <br />OTHER EXTERNAL LOAD(S) <br />[S 1 ] Strip Load, Pv-d = 1500.0 and Pv-1= 500.0 [lb/ft]. <br />Footing width, b=1.5 [ft]. Distance of center of footing from wall face, d = 5.0 [ft] @ depth of 1.5 [ft] below soil surface. <br />ANALYZED REINFORCEMENT LAYOUT: <br />S1] <br />SCALE: <br />0 2 4 6 [ft] <br />V—MSEW V..m MSEIE•V..w MSER'-Vs.ia M.SFLV.n.. M3ER4 V..a MSEW. Je.a MSEW.V....i MSEW'•V...n MSEW'. Vnw.MSEW Vn...MSEW'.\'n.w�ShEtt'-t'nr.n?SV.R'•\'n.nc MSER'•t'n.s MSER'-V.r.ie. M.iFR'-t'..w MiFW. <br />Kikuchi Retaining Wall Page 4 of 5 <br />Copyright (0 1998-2021 ADAMA Engineering, Inc. License number MSEW401027 <br />