UGWTUGWT98ft8ft6inches101011.1667ftftftmm2ft28inches11.5ftUnit SystemUnit System21ft1MKSDimensions or Parameters :2FPSTotal Area ( Length X Width ) =8X10ft2Thickness of Top slab =6inchesThickness of Bottom Slab =8inchesThickness of Wall =9inchesClear Height of Wall =10ft(Excluding Top & Bottom Slab)KN/mm^2Overhang Length =1ftc(Density of Concrete)0.15ksfksfsoil(Density of Soil)0.11ksfwater(Density of Water)0.0624ksfDESIGNDESIGN OF WALLSINNER FACE OF WALL10ftAPwater =0.624ksfBar noAreaMu(A) = 1.7 x Pwater x l2 x 1.3 =9.19k-ft/ft1530.11040.196As =0.3049in2>Ast(min) =0.162in250.307in260.442ThereforeAstGoverns`80.785mm2101.227Use bar no3121.766VERTICAL R/FCalculated Reinforcement:Use34.345in c/c0.110Provided Reinforcement :Use38in c/c0.3048786648HORIZONTAL R/FAs(min) =0.27in2(FOR ONE FACE)Use bar no4Calculated Reinforcement:Use48.722in c/c0.196Provided Reinforcement :Use46in c/cOUTER FACE OF WALL11.167ftPwater =0.7696ksfPsoil =1.2283ksfMu(A) = 1.7 x Pwater x l2 x 1.3 + 1.7 x Psoil x l2 x 1.3 =36.71k-ft/ft1515As =0.0000in2>Ast(min) =0in2ThereforeAstGovernsUse bar no3VERTICAL R/FCalculated Reinforcement:Use30.000in c/cProvided Reinforcement :Use38in c/cHORIZONTAL R/FAs(min) =0in2(FOR ONE FACE)0.110Use bar no4Calculated Reinforcement:Use40.000in c/cProvided Reinforcement :Use46in c/c

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AstFROM MOMENT TO AREA OF STEELMu9.19k-ftb12inRhoAs(min)As(min)d7in((in2))(mm^2)h9inSlabs & Footings0.00180.1944125.419104fy60ksiWallsf'c3ksiVertical R/f0.00150.162104.51592COVER2inHorizontal R/f0.00250.27174.1932(if both face)0.001250.13587.0966m23.5294117647Ru0.1876244898ksiBeams (Flexure Members)0.00330.36232.2576F1.1475(200/fy).Rho0.003629508As0.3049in2>0.3049Rho(bal)0.0000523054Rho(max)0.0000392291MKSAs(max)0.0032952407in2As196.6955194066mm2

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