Optimum No of

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Deflec beamDeflection 1Deflection 1Deflection 1Simply supported beamCantilever beamSimply supported beamCantilever beamSimply supported beamCantilever beam with UDL with Point Load with UDL with Point Load with UDL with Point Load with UDL with Point Load with UDL with Point Load with UDL with Point LoadLoadW2 KN/m10 KN2 KN/m10 KNLoadW4 KN/m20 KN4 KN/m20 KNLoadW8 KN/m40 KN8 KN/m40 KNLengthl5.00 m5.00 m5.00 m5.00 mLengthl5.00 m5.00 m5.00 m5.00 mLengthl5.00 m5.00 m5.00 m5.00 mElasticity of Concrete = 5000(fck)Ec22000000 MPa22000000 MPa22000000 MPa22000000 MPaElasticity of Concrete = 5000(fck)Ec22000000 MPa22000000 MPa22000000 MPa22000000 MPaElasticity of Concrete = 5000(fck)Ec22000000 MPa22000000 MPa22000000 MPa22000000 MPaWidthb0.20 m0.20 m0.20 m0.20 mWidthb0.20 m0.20 m0.20 m0.20 mWidthb0.20 m0.20 m0.20 m0.20 mDepthd0.45 m0.45 m0.45 m0.45 mDepthd0.45 m0.45 m0.45 m0.45 mDepthd0.45 m0.45 m0.45 m0.45 mMomentM6.25 KN-m12.50 KN-m25.00 KN-m50.00 KN-mMomentM12.50 KN-m25.00 KN-m50.00 KN-m100.00 KN-mMomentM25.00 KN-m50.00 KN-m100.00 KN-m200.00 KN-mMomentWL2/8WL/4WL2/2WLMomentWL2/8WL/4WL2/2WLMomentWL2/8WL/4WL2/2WLReactionR5.00 KN5.00 KN10.00 KN10.00 KNReactionR10.00 KN10.00 KN20.00 KN20.00 KNReactionR20.00 KN20.00 KN40.00 KN40.00 KNMoment of Inertia = bd3/12Ixx0.0015 mm40.0015 mm40.0015 mm40.0015 mm4Moment of Inertia = bd3/12Ixx0.0015 mm40.0015 mm40.0015 mm40.0015 mm4Moment of Inertia = bd3/12Ixx0.0015 mm40.0015 mm40.0015 mm40.0015 mm4Deflectiondy0.5 mm0.8 mm4.7 mm12.5 mmDeflectiondy1.0 mm1.6 mm9.4 mm24.9 mmDeflectiondy1.9 mm3.1 mm18.7 mm49.9 mmFormula5Wl4/384EIWl3/48EIWl4/8EIWl3/3EIFormula5Wl4/384EIWl3/48EIWl4/8EIWl3/3EIFormula5Wl4/384EIWl3/48EIWl4/8EIWl3/3EIS.No.BeamDeflection 1Deflection 2Deflection 31SS point0.5 mm1.0 mm1.9 mm2SS UDL0.8 mm1.6 mm3.1 mm3CB point4.7 mm9.4 mm18.7 mm4CB point12.5 mm24.9 mm49.9 mm

no. of raingagestationRainfallAverage rainfallX-X'Sq (x-X')Std DeviationCoeff of Variance=51000150002624.022375.9856452811329512.0001100022000.12624.02-623.923892761329512.011000320102624.02-614.023770211329512.011000420102624.02-614.023770211329512.11000521002624.02-524.0227459713295113120.17063195.208Sq (x-X') / (n-1)1765799Sqrto =1329Std DeviationAverage=2624.02Coeff of Variance=50.64%Permissible error in mean value of rainfall=10.00%Optimum Nos. of RaingageN=(C/e)226

e & nS.No.void ratio eporosity n10.00500.005020.01000.009930.02500.024440.050.047650.100.090960.150.130470.200.166780.250.200090.300.2308100.350.2593110.400.2857120.450.3103130.500.3333140.550.3548150.600.3750160.650.3939170.700.4118180.750.4286190.800.4444200.850.4595210.900.4737220.950.4872231.000.5000241.050.5122251.100.5238261.150.5349271.200.5455281.250.5556291.300.5652301.350.5745311.400.5833321.450.5918331.500.6000341.550.6078351.600.6154361.650.6226371.700.6296381.750.6364391.800.6429401.850.6491411.900.6552421.950.6610432.000.6667442.050.6721452.100.6774462.150.6825472.200.6875482.250.6923492.300.6970502.350.7015512.400.7059522.450.7101532.500.7143542.550.7183552.600.7222562.650.7260572.700.7297582.750.7333592.800.7368602.850.7403612.900.7436622.950.7468633.000.7500643.050.7531653.100.7561663.150.7590673.200.7619683.250.7647693.300.7674703.350.7701713.400.7727723.450.7753733.500.7778743.550.7802753.600.7826763.650.7849773.700.7872783.750.7895793.800.7917803.850.7938813.900.7959823.950.7980834.000.8000844.050.8020854.100.8039864.150.8058874.200.8077884.250.8095894.300.8113904.350.8131914.400.8148924.450.8165934.500.8182944.550.8198954.600.8214964.650.8230974.700.8246984.750.8261994.800.82761004.850.82911014.900.83051024.950.83191035.000.83331045.050.83471055.100.83611065.150.83741075.200.83871085.250.84001095.300.84131105.350.84251115.400.84381125.450.84501135.500.84621145.550.84731155.600.84851165.650.84961175.700.85071185.750.85191195.800.85291205.850.85401215.900.85511225.950.85611236.000.85711246.050.85821256.100.85921266.150.86011276.200.86111286.250.86211296.300.86301306.350.86391316.400.86491326.450.86581336.500.86671346.550.86751356.600.86841366.650.86931376.700.87011386.750.87101396.800.87181406.850.87261416.900.87341426.950.87421437.000.87501447.050.87581457.100.87651467.150.87731477.200.87801487.250.87881497.300.87951507.350.88021517.400.88101527.450.88171537.500.88241547.550.88301557.600.88371567.650.8844

borrow pitBorrow Pit ProblemS. No.Filling Requirede Requirede of borrow pitBorrow Pit Vol1000110000.90.2632220000.90.21263330000.90.21895440000.90.22526550000.90.23158660000.90.23789

PLTFooting2m x 2mTest Plate0.3m x 0.3mIn cmS. No.SpBpBfSfIn cm1.210.0120.360.044.351.320.0130.360.054.721.430.0140.360.055.081.540.0150.360.055.441.650.0160.360.065.801.760.0170.360.066.171.870.0180.360.076.531.980.0190.360.076.89290.020.360.077.262.1100.0210.360.087.622.2110.0220.360.087.982.3120.0230.360.088.342.4130.0240.360.098.712.5140.0250.360.099.072.6150.0260.360.099.432.7160.0270.360.109.802.8170.0280.360.1010.16