DEPARTMENT OF CIVIL ENGINEERING - Karunya University

471 Pages·2013·11.91 MB·English

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DEPARTMENT
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CIVIL ENGINEERING

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CodeNo. SubjectName Credit
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CE101 BasicCivilEngineering 3:0:0
CE201 MechanicsofDeformablebodies-I 3:1:0
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CE202 MechanicsofDeformablebodies-II 3:1:0
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CE203 MechanicsofSolids 3:1:0
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CE204 EngineeringMechanics 3:1:0
CE205 StrengthofMaterialsLaboratory 0:0:2
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CE206 FluidMechanicsandMachineryLab 0:0:2
CE207 Surveying-I e 3:1:0
CE208 Surveying-II 3:1:0
CE209 SurveyingPractical-I 0:0:2
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CE210 SurveyingPractical-II 0:0:2
CE211 MechanicsofFluids 3:1:0
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CE212 FluidMechanicsandMachinery 3:1:0
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CE213 AppliedHydraulics&FluidMachines 3:1:0
CE214 FluidMechanicsandMachineryLaboratory 0:0:2
CE215 FluidMachineryLaboratory U 0:0:1
CE216 FluidMechanicsLaboratory 0:0:1
CE217 MechanicsofSoils 3:1:0
CE218 FoundationEngineerin g 3:1:0
CE219 SoilMechanicsLaboratory 0:0:2
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CE220 ReinforcedConcreteStructures-I 3:!:0
CE221 ReinforcedConcreteStructures-II 3:1:0
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CE222 DesignandDrawing(R.C.C&Steel) 3:1:0
CE223 DesignofSteelStructures 3:1:0
CE224 WaternSupplyEngineering 4:0:0
CE225 SanitaryEngineering 4:0:0
CE226 uEnvironmentalEngineeringLaboratory 0:0:2
CE227 StructuralAnalysis-I 3:1:0
CE228 StructuralAnalysis-II 3:1:0
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CE229 ConcreteandHighwaysLaboratory 0:0:2
aCE230 DesignandDrawing(IrrigationandEnvironmentalEngineering) 3:1:0
CE231 CivilEngineeringDrawing 0:0:2
CE232 Estimating,costingandSpecifications 0:0:2
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CE233 ComputerApplication Laboratory-I 0:0:2
CE234 ComputerApplicationLaboratory-II 0:0:2
CE235 BasicStructuralDesign 3:1:0
CE236 EngineeringGeologyandCivilEngineeringMaterials 4:0:0
CE237 ElementsofTownPlanningandArchitecture 4:0:0
CE238 IrrigationEngineering 4:0:0
CE239 StrengthofMaterialsLaboratory 0:0:1
DepartmentofCivilEngineering 1
CodeNo. SubjectName Credit
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CE301 MatrixComputerMethodsofStructuralAnalysis 3:1:0
CE302 AppliedElasticityandPlasticity 3:1:0
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CE303 StructuralDynamics 3:1:0
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CE304 FiniteElementMethodsinEngineering 3:1:0
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CE305 AdvancedDesignofReinforcedConcreteStructures 3:1:0
CE306 AnalysisandDesignofPlateandShellStructures 3:1:0
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CE307 AdvancedDesignofSteelStructures 3:1:0
CE308 AdvancedComputerApplicationLaboratory e 0:0:2
CE309 DesignofFoundationStructures 3:1:0
CE310 StabilityofStructures 3:1:0
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CE311 AdvancedBridgeEngineering 3:1:0
CE312 MaintenanceandRehabilitationofStructures 3:1:0
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CE313 SeismicAnalysisandDesignofStructures 3:1:0
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CE314 AdvancedConcreteTechnology 4:0:0
CE315 AdvancedConcreteTechnologyLaboratory 0:0:2
CE316 PrestressedConcreteStructuresU 3:1:0
CE317 AdvancedConstructionTechniquesandProjectManagement 4:0:0
CE318 TheoryofPlates 4:0:0
CE319 MechanicsofComposi teMaterials 4:0:0
CE320 DiscreteStructuralOptimization 4:0:0
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CE321 DesignofStructuresforDynamicLoads 4:0:0
CE322 DigitalImageProcessing 4:0:0
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CE323 GeographicInformationSystemforResourceManagement 4:0:0
CE324 TrafficFlowTheoryand NetworkAnalysis 4:0:0
CE325 RemotneSensingApplicationtoEnvironmentalStudies 4:0:0
CE326 RemoteSensingApplicationtoHydrologyandWaterResources 4:0:0
CE327 uOptimization 4:0:0
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a CE101BASICCIVILENGINEERING
Credit:3:0:0
Marks:40+60
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UnitI
Introduction : Engineering– Civil Engineering– History and development of Civil Engineering
–ScopeofCivilEngineering –FunctionsofCivilEngineers.
Construction Materials : Characteristics of good building materials such as stones, bricks, A.C.
sheets,G.I.sheetsandCeramictiles,timber,cement,aggregatesandconcrete.
Surveying : Definition and purpose– classification –Basic principles – Measurement of length
bychainsandtapes–Calculationofareaofaplot –Measurementofbearingsandanglesusinga
prismaticcompass–Levelling–Contoursandtheirapplications –Useoftransittheodolite.
DepartmentofCivilEngineering 2
UnitII
General concepts relating to Buildings: Selection of site – Basic functions of buildings – Major
componentsofbuildings. y
Foundations:Purposeofafoundation–Bearingcapacityofsoils–typesoffoundations.
Proper methods of construction of : Brick masonry – Stone masonry – hollow Block masonry.
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Beams – Lintels – Columns – Flooring – Damp proof course – surface finishes – Doors and
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windows–Roofing.
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Valuation of buildings : Definition – Purpose of valuation – Factors which govern value of a
building–Valuationofabuildingbyplinthareamethod–Valuationofoldbuildings.
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UnitIII e
Water supply Engineering : Sources of water supply – Quantity of water requirements –
Purificationofwaterinvolvingsedimentation,filtrationanddisinfection.
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Sanitary Engineering : Definition of terms – Collection and disposal of solid wastes – Sewage
systems–Septictanks –Oxidationponds.
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UnitIV
Transportation Engineering: Importance of roads– Classification of Highways–Cross sections
ofwaterboundmacadam,bituminousandcemUentconcreteroads–Trafficsignsandsignals.
Railways:Importanceofrailways–Gauges–Componentsofapermanentway.
Bridges : Components of Culverts – Causeways, Slab Bridge, T-beam and slab bridge,
Suspensionbridge.
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UnitV
Functionsandgenerallayoutofanairport
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Functionsandgenerallayoutofaharbour
Dams:PurposeofDams–Typesofdams –Earth,masonryandconcrete,archandbuttressdams
–Selectionofsitefornadam.
IrrigationEngineering:Definitionofirrigation–Typesofirrigation –Canalirrigationsystem.
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TextBook
1. Johnson Victor D. and Esther Malini, ‘Basic Civil Engineering’, Allied Publishers
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Limited,Madras
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ReferenceBooks
1. ArunachalamN.,‘BasicCivilEngineering’,PratheebaPublishers,Coimbatore,2000
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2. RameshBabuV.,‘BasicCivilEngineering’,AnuradhaAgencies,Kumbakonam,2001
CE201MECHANICSOFDEFORMABLEBODIES-I
Credit 3:1:0
Marks 40+60
UnitI:Stress,StrainAnd DeformationIn Solids
Tension, compression and shear stresses –Hooke’s law –stress–strain diagramfor mild steel –
ultimate stress and working stress – Elastic constants and relationships between them –
DepartmentofCivilEngineering 3
compositebars–Temperature stresses –Strainenergyduetoaxialload–stressduetosuddenly
applied loadandimpactload.
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UnitII:TwoDimensionalStateOfStress
Two dimensional state of stress at a point – Normal and shear stresses on any plane– principal
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planesandprincipalstresses–Graphicaltreatment–twodimensionalstateofstrainsat apoint -
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principal strains and their directions– stresses and deformations in thin cylinders and spherical
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shellsduetointernalpressure.
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UnitIII:BeamsAndBending
Types of beams– Types ofsupports–shear force and bendingmomeent at anycross section of a
beam. Sketching of shear force and bending moment diagrams for cantilever, simply supported
and over hanging beams for any type of loading– Relationship between rate of loading, shear
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forceandbendingmoment.
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Unit:IVStressesInBeams
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Theory of Simple Bending –Analysis for bending Stresses – Load Carrying Capacity of Beams
– proportioning sections – Flitched Beams – Leaf Springs – Strain Energy Due to Bending
Moment–ShearStressdistribution–StrainEnUergyduetoTransverseshearforce.
UnitV:StressesDueToTorsion
Elastic Theory of Torsion – Stresses and Deformation in Solid Circular and Hollow Shafts –
Stepped Shafts – Composite Shaft – Stress due to combined bending and Torsion – Strain
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EnergyduetoTorsion.
DeformationsandStressesinHelicalSprings–DesignofBuffersprings
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TextBooks
1. Kazimi,S.M.nA.,SolidMechanics,TataMcGraw–HillBookcoLtd.,1998.
2. Punmia,B.C.,etal.-“StrengthofMaterials”,LaxmiPublications,1992.
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ReferenceBook
1. Popov,E.P,EngineeringMechanicsofsolids,PrenticeHallofIndia,NewDelhi,1996.
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CE202 MECHANICSOFDEFORMABLEBODIES–II
Credit 3:1:0
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Marks40+60
UnitI:DeflectionOfDeterminateBeams
Governing differential equation–Macaulay’s method –Moment area method –conjugate beam
method–Newmark’smethod.
CurvedBeams: Curved beams–stressesdueto bendingbyWinklerBach theory–rectangular,
trapezoidal,circularsolidsections–cranehookproblem.
DepartmentofCivilEngineering 4
UnitII:ColumnsAndStruts
Columns – Behaviour of axially loaded short, medium and long column members – Buckling
load - Euler’s theory – Different end conditions – Empirical formulae – Rankine’s formyula –
Straightlineformula–Secant formulaforcolumnssubjectedtoeccentricloading.
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UnitIII:ThickCylinders
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Thick cylinders – Lame’s equation – Hoop stress and radial stress distribution – compound
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cylinders–shrinkfit.
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Theories Of ElasticFailure : Maximumprincipal stress theory –Maximumshearstresstheory
–Maximumprincipalstraintheory–Strainenergytheory-Mohr’stheeory–simpleproblems.
UnitIV:TorsionOfNon-CircularSections
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TorsionalStressesinSolidrectangularmembers(noderivation)
Analysis of hollow thin-walled members – Open – closed and multiple connected cross –
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sectionsbasedonshearflow (withoutwarping).
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ShearCentreForThinWalledBeamOfOpenSection
Approximations employed for shear in thin wUalled beam sections – shear flow in thin walled
beamcross–sections –shearcentre ofmono-symmetricopensections.
UnitV:UnsymmetricalBendingO fStraightBeams
Moment of Inertia – Product of Inertia – Principal Axes – Principal Moments of Inertia of
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Symmetrical and Unsymmetrical sections - Symmtrical and unsymmetrical bending – bending
stresses in beams subjected to unsymmetrical bending – change in direction of neutral axis and
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increaseinstresscomparedtosymmetricalbending.
TextBooks n
1. BediD.S.,“StrengthofMaterials”,S.Chand&Co.Ltd.,1984.
2. Punmia,B.C,etal.,“StrengthofMaterials”,LaxmiPublications,1992.
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ReferenceBooks
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1. Boresi A.P., Side Bottom O.M., Seeli F.B & Smith J.P., “Advanced Mechanics of
aMaterials”,JohnWiley&Sons,1993.
2. SadhuSingh,StrengthofMaterials,KhannaPublishers,1988.
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CE203 MECHANICSOFSOLIDS
Credit 3:1:0
Marks40+60
UnitI:Simplestressandstrain
Stresses and strain due to axial force. Hooke’s law, factor of safety, stepped bars - uniformly
varying sections - stresses in composite bars due to axial force and temperature -strain energy
due to axial force, stresses due to sudden loads and impact. Lateral strain: Poisson’s ratio -
changeinvolume–shearstress -shearstrain -relationshipbetweenelasticconstants -Hoopand
DepartmentofCivilEngineering 5
longitudinalstressinthincylindrical andspherical shellssubjectedtointernal pressure- changes
indimensionsandvolume.
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UnitII:ShearForceAndBendingMoment
Relationship between loading - shear force and bending moment - shear force and bending
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moment diagrams for cantilever, simply supported and overhanging beams subjected to
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concentrated loads and uniformly distributed loads only -maximum bending moment and point
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ofcontraflexure.
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UnitIII:BendingStresses
Theoryof simplebendingand assumptions -derivationofthe equatieon M/I= E/R= f/y-section
modulus -calculation of normal stresses due to flexure application. Torsion: Theory of torsion
and assumptions- derivation of the equation T/J = C/L = q/r, polar modulus, power transmitted
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byashaft,stressesinsolidandhollowcircularshafts-closecoiledhelicalspringwithaxialload.
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UnitIV:PrincipalStresses(TwoDimensional)
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Stateofstressatapoint,normalandtangentialstressesoninclinedplanes-principalstressesand
theirplanes-planeofmaximumshear-Mohr’scircleofstresses.
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UnitV:DeflectionOfBeams
Differential equation of elastic line - deflection in statically determinate beams - Macaulay’s
method for prismatic members - are a moment method for stepped beams with concentrated
loads. Long columns: Buckling of long columns due to axial load - Euler’s and Rankine’s
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formulaeforcolumnsofdifferentendconditions.
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TextBook
1. Ramamrutham,S.,StrengthofMaterials,DhanpatRai&sons,1991
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ReferenceBooks
1. Popov,E.P.,MechanicsofMaterials,PrenticeHallInc.,1976
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2. Andrew, P. and Singer, F.L., Strength of Materials, Harper and Row Publishers, New
York,1987.
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CE204 ENGINEERING MECHANICS
Credit 3:1:0
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Marks40+60
UnitI:Introduction
Force and force systems– parallelogram law of forces –resultant of a system of coplanar forces
acting on a particle– equilibrium of a particle under coplanar forces – resultant of a system of
spaces force acting on a particle – equilibrium of a particle under space forces – free body
diagram.
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Unit:II
Definition of a rigid body – moment of a force about an axis – moment of a force couple –
properties of force couples–resolutionofa given forceintoa forceactingat a given pointyanda
couple–reductionofa systemofcoplanarforces actingona rigid bodyintoasingleforce and a
single couple–equilibriumof a rigid bodyunder coplanar forces –types of supports –reactions
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at supports of beams and frames – problems involving equilibrium of rigid bodies – stable,
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unstable and neutral equilibrium Friction –angle of friction and coefficient of friction –laws of
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dryfriction–frictioninwedges,ladders,screwsandbelts.
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Unit:III
Analysis of cables – analysis of roof trusses by method of joinets and method of sections
properties of plane sections – areas, centroid, first moment of area, moment of inertia, polar
momentofinertiaandradiusofgyration–parallelaxistheoremanditsapplication –masscentre
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of bodies – mass moment of inertia of thin circular and rectangular plates – mass moment of
inertiaofsolidrectangularprisms,cylindersandcones.
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Unit:IV
Kinematics of particles – rectilinear motion of a particle – uniformly accelerated rectilinear
motion – curvilinear motion of particles – rUectangular components – motion of projectiles –
curvilinearmotionintermsofnormalandtangentialcomponents–relativemotion.
Unit:V
Kinetics of particles – equation of motion for a particle in rectilinear motion – equations of
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motion for a particle in curvilinear motion in terms of x and y components and in terms of
normal and tangential components–kinetic energyand potential energy–principle of workand
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energy – conservation of mechanical energy – principle of impulse and momentum – impact
directcentralimpact–obliquecentralimpact.
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TextBook
1. Beer,F.PandJohnston,E.R,“VectorMechanicsforEngineers,StaticsandDynamics”,
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McGrawhillInternationalBookco.
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ReferenceBooks
a1. Meriam,J.L.andKraige,L.S.,“EngineeringMechanics(StaticsandDynamics)”,John
Wiley&sons.
2. Meriam.,J.L.andKraige,L.S.,IrvingH.shames, “EngineeringMechanics(Staticsand
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Dynamics)”,PrenticeHallofIndiaPvt.Ltd.
3. Rajasekaran,SandSankarasubramanian,G.,“EngineeringMechanics”,VikasPublishing
HousePvt.Ltd,1999
4. Kottiswaran, “EngineeringMechanics”,BalajiPublication.
DepartmentofCivilEngineering 7
CE205 STRENGTHOFMATERIALSLABORATORY
Credit 0:0:2
Marks50y+50
1. Tensiontestonmildsteel
2. Doublesheartestonmildsteel
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3. Torsiontestonarod
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4. Torsiontestonthinwire
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5. Brinell,RockwellandVicker’s Hardnesstests
6. CharpyandIzodImpacttests
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7. Coldbendtest
8. Ductilitytest e
9. Tension, compression(Parallelaswell asperpendiculartothe grains)andimpacttests on
timberspecimens
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10. Testonsprings(Bothclosedcoilandopencoiledsprings)
11. Deflectiontestsontimberandsteelbeams.
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12. StudiesonFatiguetest
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(Note:AlltheabovetestsshallbecarriedoutbasedonalltherelevantI.SCodes.)
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ReferenceBook
1. The Testing of Engineering Materials – H.E. Daris, G.E. Troxell, G.F.W. Hauck – 4th
Edition,InternationalStudent Edition.McGrawHillInternationalBookCompany.
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ReferenceBook
1. The Testing of Engineering Materials – H.E. Daris, G.E. Troxell, G.F.W. Hauck – 4th
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Edition,InternationalStudentEdition.McGrawHillInternationalBookCompany.
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CE206FLUIDMECHANICSANDMACHINERYLABORATORY
Credit:0:0:2u Marks:50+50
FluidMechanics
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1. DeterminationofDarcy’sFrictionFactor.
a2. CalibrationofFlowMeters.
3. Flowoverweirs/Notches.
4. FlowThroughMouthpiece/orifice.
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5. DeterminationofMinorLossesinpipes
6. DeterminationofManning’s Co-efficientofRoughness.
7. CalibrationofpressureGauges.
8. Impactofjetonvanes.
9. Reynolds’Experiment.
FluidMachinery
1. PerformanceofCentrifugalPump.
2. PerformanceofSubmersiblePump.
DepartmentofCivilEngineering 8
3. PerformanceofReciprocatingpump.
4. PerformanceofGearOilpump
5. PerformanceofJetpump y
6. PerformanceofVerticalTurbinepump.
7. LoadTestonPeltonWheel.
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8. LoadTestonFrancisTurbine
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9. LoadTestonKaplanTurbine
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Examination should be conducted to cover both Fluid Mechanics and Fluid Machinery
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experiments.
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Details
Procedureforthefollowingexperimentsrequired
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FluidMechanics
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1. VerificationofMomentumPrinciple
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2. DeterminationofManning’sCo-efficientofRoughness
3. CalibrationofpressureGauges.
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TextBooks
1. Modi, P.N. & Seth, S.M., “A Text book of Fluid Mechanics and Hydraulic Machines”,
StandardBookHouse,NewD elhi,10thEdition,1991.
2. Rajput,R.K.,” A Text book of Fluid Mechanics and Hydraulic Machines” , S.Chand and
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Co., NewDelhi,1998.
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ReferenceBooks
1. Bansal, R.K., Fluid Mechanics and Hydraulic Machines, Laxmi Publications, New
Delhi,1998. n
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CE207 SURVEYING–I
Credit 3:1:0
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Marks40+60
UnaitI:IntroductionAndChainSurveying
Definition,principleandclassificationofsurveying–fieldandofficeworks–conventionalsigns
– equipments used in chain survey – ranging and chaining – reciprocal ranging – setting
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perpendiculars – offsets – well conditioned triangles – errors and obstacles – cross staff and
opticalsquare–traversing –plotting.
UnitII:CompassSurveying
Prismatic compass–surveyor’s compass – bearings– systems and conversions–local attraction
–magnetic declination–dip–traversing– plotting - adjustment of error bygraphical method–
Bowditch’srule.
DepartmentofCivilEngineering 9