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V-�i.-MSER'.V'..w MSEW V'..e MSEWV'--z MSEWV-.—MSEWV-.—MSEW-V-..r MSEW'-Vw.—MSER"-V...mµSFW'+\-w-µiEW+1'-we µaEW'. �ws�MSEW'•t'n•w M1EW'•1'n.o�:MSEW'•Vrt.ca MYE4•t'n.•.�MSER-Va.s M1SA'eVw.r MSEW*Vww MiEA'. Vwa µiEW.Vwa ItlEW VSw NSEW \Lr MSEW V�Yosµ5E1'• <br />MSEW -- Mechanically Stabilized Earth Walls Kikuchi Retaining Wall <br />Present Date/Time: Tue Mar 09 13:18:41 2021 C•Users�henry.w•righfDocuments,MSEW Filee,7833 LnU'5.33 Foot.BENp <br />MSEW'•V-.MSER'•V.-..MSEW-V-.r MSEW-Ve .MSEW.V'..w-MiEW. V..--MSEWV'..m-MS W-V'---MSEW'•V--w MSEWV-um MSEW'. V- KIER'-V.—M.SEW-V..-MSEW-V-.i-MiEW+V—MSEW. V—MSEW. V-w MAW._ <br />INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br />Design height, Hd 5.33 [ft] { Embedded depth is E = 1.00 ft, and height above top of finished <br />bottom grade is H = 4.33 ft } <br />Soil in front of wall is Horizontal. <br />Batter, co 5.7 [deg] <br />Backslope, (3 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 I ] 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 />V. MSEW V--w MSEW'• Vnr-M11W'•V-.r MSEW-V'm MSEW-V4 MSEW V'..-a MSEW V. MSEWV--mMSEW.V.. MSEW V-w MSER'•4-.--MSER'-V-.m MSEW-V.--MSEW-V- WE— V—MSEW V'-sn NSEWVn-m MSEW V-.—MSEW V---MSER'•V-.-a MSEW'•V—MSEW-V—MSEW V'—MSEW <br />Kikuchi Retaining Wall Page 4 of 5 <br />Copyright �(.) 1998-2021 ADAMA Engineering, Inc. License number MSEW401027 <br />