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V—MSEW+Vn-ouM.EWV...vn MSEW Vno MSEW-\'no MSEWVno M4 -Vnw-MSEW-Vmm MSEW'+\'nude Ma'EW'+Vnum MAW,V—Y.AW,V—M\EW-Vn..ui MSEW'•%'—M)EW'•Vnw-LW'•V'� M,EW+V•+ MSEW \'no MSEW'-\'nwe M4EW+Vno Mt - <br />1VISEW -- Mechanically Stabilized Earth Walls Kikuchi Retaining Wall <br />Present Date/Time: Tue Mar 09 13:16:53 2021 C^.Users 3tenry.wright',Document ..MSEW Files`•.7833 LnL;8 Foot.BENp <br />Yens NSEW'•V�.m M4EWV-wr M4ER'-Vnur M4FW'-V'msMSEW'+Vn MSEW+Vn--MSEW.V.+..n MSEW\'woMSEW-\'-o MSEW-Vvus MSEW'•Vnw MSEW'-Vnuw MSEW'-Vmm MSEW V'.rvw MSEW'+Vero MSEW'+V'..wn MSEW VnoMSEWVnoMSEW-V—MSEW-Vn..wMSEW-V•.•s M.%W'+ V'....r M$EW4 V'—MSEW+ <br />INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br />Design height, Hd 8.00 [ft] ( Embedded depth is E = 1.00 ft, and height above top of finished <br />bottom grade is H = 7.00 ft } <br />Soil in front of wall is Horizontal. <br />Batter, o) 5.7 [deg] <br />Backslope, a 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 />[S l] 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 />SCALE: <br />0 2 4 6[ft] <br />C- <br />Vmm MSEW. V-eee MSEW'- Vw.ee MSFW'- Vn.m MSEW'- V'mm M.iFW4 V'mw Mi-e W': e.-ee MSEWe V'ersur NSE W Vnsn MSEW \'nnun MSEW'• Ono MSEW'• Vmoe MSEW'- Vnwa MSEW'- Vmw MSEW- Vno MiEW'+ V'erry MSEW Yawn MSEW V<rem MSEW Vn-r MSEW Vrum MSLW'• Va.m MRW V•r.o M4FW-Vmve MiFA'- Ver+r MiEA4 <br />Kikuchi Retaining Wall Page 4 of 5 <br />Copyright() 1998-2021 ADAMA Engineering, Inc. License number MSEW-401027 <br />