IOE Syllabus(civil-3rd-year)

7/23/2019 IOE Syllabus(civil-3rd-year)

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1

B.E.

InstituteofEngineering

CivilIII

Year

IPart


2/36


3/36

3

4.

John. H. Mathews, Kurtis Fink ," Numerical Methods Using MATLAB 3rd

edition",PrenticeHallpublication

5. JAAN KIUSALAAS,"NumericalMethods inEngineeringwithMATLAB",

CambridgePublication

Evaluation scheme:

The questions will cover all the chapters of the syllabus. The evaluation scheme

will be as indicated in the table below

* There could be aminor deviation in the marks distribution

Chapters Hours Marksdistribution*

19 16

2

3 8 16

4 8 16

5 6 106 6 10

7 8 12

Total 45 80


4/36


5/36


6/36

6

References

1 DarkovAetal.,1979,StructuralMechanics,MirPublishers,Moscow.

2 Ghali A, Neville A M, 1989, StructuralAnalysis,AUnified Classical and

MatrixApproach,ChapmanandHall.

3

Joshi H R, 1991, Theory

of

Structure

II

Course

Manual, Institute of

Engineering,TribhuvanUniversity,Katmandu.

4 Norris C H, Wilbur J B, Utku S, 1991, Elementary Structural Analysis,

McGrawHillInternational Editions,CivilEngineeringSeries.

5 PanditGS,GuptaSP,1981,StructuralAnalysis,AMatrixApproach,Tata

McGrawHillPublishingCompanyLimited,NewDelhi.

6 Reddy C S, 1981, Basic StructuralAnalysis, Tata McGrawHill Publishing

CompanyLimited,NewDelhi.

7 Wang C K, 1983, Intermediate Structural Analysis, McGrawHill

International Editions,CivilEngineeringSeries.

EvaluationScheme

Thequestionswillcoverallthechaptersofthesyllabusasfaraspracticable.

Theapproximatemarkallocationtothequestionsisproposedtobeas

indicatedinthetablebelow:

Chapters Hours Markdistribution*

1

8

15

2 12 25

3 15 25

4 4 5

5 6 10

Total 45 80

*Theremaybeminorvariationinmarksdistribution


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9/36

9

EditionNewAgeInternationalpublishers,2000

4. Soil mechanics and Foundation Engineering K. R. Arora Standard

PublisherDistribution1997

5.

A Text Book of Soil Mechanics and Foundation Engineering in SI units

V.N.S.MurthyUBSPublishersDistributorsLtd.FourthEdition1993.6.

A Text Book of Foundation Engineering, Dr. R.K.Poudel and R.Neupane,

1stEdition,2006.

7. Pile Foundation Analysis and Design H.G.Poulos and E.H.Davis, John

WileyandSons,1980

EvaluationScheme:

Thequestionswillcoverallthechaptersinthesyllabus.Theevaluationscheme

willbeasindicatedinthetablebelow:

Chapter HoursMark

Distribution*

1. 1 2

2. 6 12

3. 10 16

4. 3 4

5. 3 4

6. 6 12

7.

3 6

8. 6 12

9. 4 8

10. 3 4

Total 45 80

*Theremaybeminordeviationinmarksdistribution.


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11

WATERSUPPLYENGINEERING

Lecture

:

3

Year

:

III

Tutorial : 1 Part : I

Practical : 1

CourseObjective:

This course is aimed at teaching the students the functions of the various

componentsofthewatersupplysystem,waterresourcesandtheirutilization,

determination of water demand, water quality, intake construction, water

treatmenttechnologyandconstructionofwatermainsanddistribution.

1. Introduction [2hours]

1.1.

Importanceofwater

1.2. Definitionoftypesofwater

1.2.1.

Pureandimpurewater

1.2.2. Potableandwholesomewater

1.2.3. Pollutedandcontaminatedwater

1.3.

Historicaldevelopmentofwatersupplysystem

1.4.

Objectives

of

water

supply

system

1.5.

Schematicdiagramoftypicalwatersupplysystem

1.6. Componentsofwatersupplysystemandtheirfunctions

2. SourcesofWater [4hours]

2.1. Classificationofsourcesofwater

2.2. Surfacesources

2.2.1.

Rivers

2.2.2.

Streams

2.2.3.

Lakes

2.2.4.

Ponds

2.2.5.

Impoundedreservoir

2.2.6. Numericaloncapacitydetermination ofimpoundedreservoir

2.3. Groundsources

2.3.1.

Confinedandunconfinedaquifers

2.3.2.

Springs

2.3.3.

Wells

2.3.4.

Infiltrationgalleriesandwells

2.4.

Selectionofwatersources

3. QuantityofWater [5hours]

3.1.

Percapitademandofwater

3.2. Designandbaseperiods

3.2.1. Typicaldesignandbaseperiods

3.2.2. Selectionbasis

3.2.3. Designandbaseyears

3.3. Typesofwaterdemand

3.3.1. Domesticdemand

3.3.2. Livestockdemand

3.3.3. Commercialdemand

3.3.4. Public/municipaldemand

3.3.5.

Industrialdemand

3.3.6. Firefightingdemand

3.3.7. Lossandwastage

3.3.8. Totalwaterdemand

3.4. Variationindemandofwater

3.5. Peakfactor

3.6. Factorsaffectingdemandofwater

3.7.

Populationforecasting necessityandmethods

3.7.1.

Arithmeticalincreasemethod3.7.2. Geometricalincreasemethod

3.7.3.

Incrementalincreasemethod

3.7.4. Decreaserateofgrowthmethod

3.8.

Numericalonpopulationforecastingandwaterdemands

4. QualityofWater [5hours]

4.1.

Impuritiesinwater,theirclassificationandeffects

4.1.1. Suspendedimpurities

4.1.2.

Colloidalimpurities

4.1.3. Dissolvedimpurities

4.2.

Hardnessandalkalinity

4.2.1.

Typesofhardness

4.2.2. Typesofalkalinity

4.2.3. Relationbetweenhardnessandalkalinity

4.2.4. Numericalonhardnessandalkalinity

4.3. Livingorganismsinwater


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12

4.3.1.

Algae

4.3.2.

Bacteria

4.3.3.

Viruses

4.3.4. Worms

4.4. Waterrelateddiseases

4.4.1. Waterbornediseases

4.4.2. Waterwasheddiseases

4.4.3. Waterbaseddiseases

4.4.4. Watervectordiseases

4.4.5. Transmissionroutes

4.4.6. Preventivemeasures

4.5. Examinationofwater

4.5.1.

Physical examination of water(tests for temperature, color

andturbidity)

4.5.2.

Chemical examination of water (tests for pH, suspended,

dissolvedandtotalsolids)

4.5.3.

Biologicalexaminationofwater(multipletubeandmembrane

fermentationmethod),mostprobablenumber

4.6. Waterqualitystandardfordrinkingpurpose

5. Intakes [3hours]

5.1. Definition

5.2. Siteselectionofanintake

5.3. Classificationofintake

5.4. Characteristics ofintake

5.4.1.Riverintakes

5.4.2.Reservoirintake

5.4.3.

Springintake

6. WaterTreatment [14hours]

6.1.

Objectivesofwatertreatment

6.2.

Treatmentprocessesandimpurityremoval

6.3.

Screening

6.3.1.

Purpose

6.3.2. Coarse,mediumandfinescreens

6.4. PlainSedimentation

6.4.1.

Purpose

6.4.2. Theoryofsettlement

6.4.2.1.

DerivationofStoke'slaw

6.4.2.2.

Temperatureeffectonsettlement

6.4.3.

Idealsedimentationtank

6.4.4.

Typesofsedimentationtank

6.4.5. Designofsedimentationtank

6.4.6. Numericalontheoryanddesignofsedimentationtank

6.5. Sedimentationwithcoagulation

6.5.1. Purpose

6.5.2. Coagulants(typesandtheirchemicalreactions)

6.5.3. Mixingdevices(purposeandtypes)

6.5.4. Flocculationtanks

6.5.5. Clarifier

6.5.6. Jartest

6.6.

Filtration

6.6.1. Purpose

6.6.2. Theoryoffiltration

6.6.3. Typesoffilters

6.6.3.1. Slowsandfilter

6.6.3.2. Rapidsandfilter

6.6.3.3. Pressurefilter

6.6.4.

Numericalondimensionsandunitsoffilters

6.7.

Disinfection 6.7.1. Purpose

6.7.2.

Methodsofdisinfection(introduction only)

6.7.3. Chlorination(theory,chlorinedemand,chlorinedose,residual

chlorine,contacttime

6.7.4. Types of chlorine (hypochlorites, chloramines, liquid/gas

chlorine)

6.7.5.

Forms of chlorination (plain chlorination, pre chlorination,

post chlorination, double chlorination, multiple chlorination,

breakpointchlorination,superchlorination,dechlorination)

6.7.6.

Factorsaffectingefficiencyofchlorination

6.8. Softening

6.8.1. Purpose

6.8.2. Removaloftemporaryhardness

6.8.2.1. Boilingmethod

6.8.2.2.

Limetreatmentmethod

6.8.3.

Removalofpermanenthardness


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13

6.8.3.1.

Limesodamethod

6.8.3.2.

Zeolitemethod

6.8.3.3.

Ionizatonmethod

6.9. Miscellaneoustreatments

6.9.1. Aeration

6.9.1.1. Purpose

6.9.1.2. Methodsofaeration

6.9.2. Removalofironandmanganese

6.9.3. Removalofcolor,odorandtaste

7. ReservoirsandDistributionSystem [6hours]

7.1. Systemofsupply

7.1.1. Continuoussystem

7.1.2.

Intermittentsystem

7.2. Clearwaterreservoirs

7.3. Servicereservoirs

7.3.1. PurposeandConstruction

7.3.2. Typesofservicereservoirs

7.4. Numericaloncapacitydeterminationofservicereservoirs

7.5. Layoutofdistributionsystem

7.5.1.

Treesystem

7.5.2.

Gridironsystem7.5.3. Ringsystem

7.5.4.

Radialsystem

7.6. Designofdistributionsystem

7.6.1.

Pipehydraulics

7.6.2. Designcriteria

7.6.3. Designsteps

7.6.4.

Hardcrossmethod

7.7. Numerical on design of branched and looped water distribution

systems

8. ConveyanceofWater [3hours]

8.1.

Pipematerials

8.1.1. Requirementsofgoodmaterial

8.1.2.

Typesof pipe material CI,GI, steel, concrete, PVC, PPR, DI

pipes

8.2. Pipejoints

8.2.1. Purpose

8.2.2.

Types socket and spigot, flanged, expansion, collar and

screwedsocketjoints

8.3.

Layingofpipes

9. ValvesandFittings [3hours]

9.1.

Valves

9.1.1. Purpose

9.1.2. Typessluice,reflux,safety,airanddrainvalves

9.2.

Fittings

9.2.1. Purpose

9.2.2.

Typesstopcocks,watertaps,bends,reducers,tees

9.3.

Breakpressuretankpurposeandconstruction

9.4.

Publicstandpost

9.4.1.

Purpose

9.4.2. Location

9.4.3.

flows

9.4.4. Construction

9.5.

Maintenanceofwatersupplysystem

9.5.1. Necessity

9.5.2.

Methodsregularandemergency

References:

1

BC. Punmia, Ashok Kuamr Jain and Arun Kumar Jain, "Water Supply

Engineering",LaxmiPublications(P)Ltd.,NewDelhi,1998

2 P.N.Modi,"WaterSupplyengineering",StandardBookHouse,Delhi,1998

3

G.S. Birdie and J.S. Birdie, "Water Supply and Sanitary Engineering",

DhanpatRaiPublishingCompany(P)Ltd,.NewDelhi,2002

4 K.N. Duggal, "Elements of Environmental Engineering"' S. Chand and

companyLtd..,NewDelhi,1997

Practical:

1.

Determinationoftemperature,color,turbidityandpH2. Determinationofsuspended,dissolvedandtotalsolids

3.

DeterminationdissolvedoxygenbyWinklermethod

4.

Determinationofoptimumdoseofcoagulantbyjartestapparatus


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14

Tutorials:

1. Introduction (1hour)

Definitions, Schematic diagrams of typical Urban and Rural water supply

systems

2.

Sourcesof

Water

(1

hour)

Definitions,Numericaloncapacitydeterminationof impoundedreservoir

byanalyticalmethod

3. QuantityofWater (2hours)

Definitions,Numerical onpopulation forecastingbyArithmetical Increase

Method,GeometricalIncreaseMethod,IncrementalIncreaseMethodand

Decrease Rate of Growth Method, Numerical on determination of water

demandsofacommunity

4. QualityofWater (2hours)

Definitions,

Relation

between

hardness

and

alkalinity,

Numerical

on

hardnessandalkalinity,Numericalonwaterquality

5. Intakes (1hour)

Definitions,TypicalfiguresofRiver,ReservoirandSpringintakes

6. WaterTreatment (3hours)

Definitions, Derivation of Stoke's law of settlement, Design criteria of

sedimentation tank, Numerical on theory and design of sedimentation

tank,Numericalondeterminationofsizeandnumbersoffilters,Numerical

onchlorinedemand,chlorinedoseandresidualchlorine

7. ReservoirsandDistributionSystem (3hours)

Definitions, Consumption pattern, Criteria of service reservoir capacity

determination, Numerical on determination of service reservoir capacity,

Pipe hydraulic, Design criteria of distribution systems, Derivation of flow

correctionbyHardyCrossMethod

8. ConveyanceofWater (1hour)

Definitions,Typicalfiguresofpipejoints

9. ValvesandFittings (1hour)

Definitions,Typicalfiguresofvalves

EvaluationScheme:

Thequestionswillcoverallthechaptersofthesyllabus.Theevaluationscheme

willbeasindicatedinthetablebelow.

ChaptersLecture

Hours

Tutorial

Hours

Marks

Distribution*

1 2 1 4

2 4 1 4

3 5 2 8

4 5 2 8

5 3 1 8

6 14 3 247 6 3 16

8 3 1 4

9 3 1 4

Total 45 15 80



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16

9. Masonrystructuresunderlateralloads [5hours]

9.1. Performanceofmasonrystructuresinlateralloads

9.2. Failurebehaviorofmasonrystructuresinlateralloads

9.3.

Inplaneandoutofplanebehaviorofmasonrystructures

9.4.

Ductilebehaviorofreinforcedandunreinforcedmasonrystructures9.5.

Calculationofstressesforlateralloads

9.6.

Elementsoflateralloadresistingmasonrysystem

10. Testingofmasonryelements [3hours]

10.1.

Compressivestrengthofbricksandwalls

10.2.Diagonalsheartest

10.3.Nondestructivetests Elasticwavetomography,Flatjack,Pushshear

testandothers

Laboratories

PartI:ConcreteTechnology

1. Gradation/Properties ofaggregates

2.

ConcreteMixdesign:Nominalmix,DoE,ACIandISMethod

3. Testofconcretecubes,cylinders,prisms

4.

Nondestructivetesting

PartII:MasonryStructures

5.

TestofbricksonCompression

6. TestofwallonCompression

7. DemonstrationofNondestructivetest

References

1.

A.M. Neville, J.J. Brook, Concrete Technology, International Students'

Edition

2. M. S. Shetty, Concrete Technology: Theory and Practice, S. Chand, New

Delhi,2005

3. P.K.Mehta,Pauloj.M.Monteiro,Concrete,Microstructure, Propertiesand

Materials,UniversityofCalifornia,Berkley(IndianEdition)

4.

A.S. Arya, Masonry and Timber Structures including earthquake resistant

Design,NemChandraandBros,Roorkee,1987

5. A.W.handry,B.P.Sinha,S.R.Davies,An IntroductiontoLoadBearingBrick

Design,UniversityofEdinburgh,1981

6. P. Dayaratnam, Brick and Reifnorced Brick Structures, Oxford and IBH

PublishingCo.Pvt.Ltd.1987

7.

IS456,2000

8. IS383,1970

9. IS1905/SP20

10.

NepalNationalBuildingCode(NBC)109,1994

Evaluationscheme



Chapters

Hours

Marks

distribution*

1 4 6

2 3 6

3 6 12

4 3 6

5 6 12

6 3 6

7 4 6

8 8 12

9 5 8

10 3 6

Total 45 80



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18

Tutorials:

1. Estimationofmissingrainfalldata (1hour)

2. Testforinconsistenciesofrainfalldata (1hour)

3.

Estimationofmeanrainfalloveranareaby3methods (1hour)

4.

EstimationofPotentialevapotranspirationbyPenmansequation (1hour)5.

UseofHortonsequationandproblemsrelatedto

infiltrationindices (1hour)

6. Dischargecomputationbyvelocityareaandslopeareamethods (1hour)

7. Determinationofstageatzerodischargeandpreparationofrating

curve (1hour)

8. Derivationofunithydrographsfromisolatedandcomplexstorms (2hour)

9. Derivationofunithydrographsofdifferentdurations (1hour)

10. DrainagebasinCharacteristics (1hour)

11.

Estimationof

design

frequency

of

adesign

flood

(1

hour)

12.

Estimationoffloodsbyplottingpositionsanddistributions (1hour)

13.

EstimationoffloodsbyRationalandEmpiricalmethods (1hour)

14. FlowroutingandClarkUH (1hour)

Practical:

RainfallRunoffSimulation

Fieldvisitatmeteorologicalstation

Streamflowmeasurementbyvelocityareamethod(Currentmeterand

Floats)

Streamflowmeasurementbydilutiontechniques.

RecommendedBooksandReferences:

1.

EngineeringHydrologybyK.Subramanya,TataMcGrawHillPublishingCo.,NewDelhi

2. AppliedHydrologybyV.T.Chow,D.R.MidmentandL.W.Mays,McGrawHill

International

3.

EngineeringHydrologybyR.S.Varshney,NemChand&Bros.,Roorkee

4. HydrologyforEngineersbyLinsley,KohlerandPaulhus,McGrawHill

InternationalCo.

5. EngineeringHydrologybyB.L.Gupta,StandardPublishersandDistributors,

NewDelhi

EvaluationScheme:


willbeasindicatedinthetablebelow

Chapter

Hours

Marks

Distribution*

1 2 4

2 8 12

3 8 14

4 8 14

5 7 14

6 7 14

7 5 8*Theremaybeminorvariationinmarksdistribution


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19

B.E.

InstituteofEngineering

Civil

III

Year

II

Part


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21

3. WritingProposal 6periods

3.1. Introduction

3.2.

Partsoftheproposal

3.2.1.

Titlepage3.2.2.

Abstract/Summary

3.2.3.

Statementof Problem

3.2.4. Rationale

3.2.5. Objectives

3.2.6.

Procedure/Methodology

3.2.7. CostestimateorBudget

3.2.8. Timemanagement/Schedule

3.2.9. Summary

3.2.10. Conclusion

3.2.11.

Evaluationorfollowup

3.2.12.

Workscited

4. Reports

4.1.InformalReports 6periods

4.1.1.

MemoReport

4.1.1.1. Introduction

4.1.1.2.

Parts

4.1.2.

LetterReport4.1.2.1. Introduction

4.1.2.2. Parts

4.2.

Project/FieldReport 3periods

4.2.1.

Introduction

4.2.2. Parts

4.3.

Formalreport 9periods

4.3.1.

Introduction 4.3.2.

TypesofFormalReports

4.3.2.1. ProgressReport

4.3.2.2. FeasibilityReport

4.3.2.3.

Empirical/ResearchReport

4.3.2.4.

TechnicalReport

4.3.3.

PartsandComponentsofFormalReport

4.3.3.1. Preliminarysection

4.3.3.1.1.

Coverpage

4.3.3.1.2. Letteroftransmittal/Preface

4.3.3.1.3. Titlepage

4.3.3.1.4.

Acknowledgements

4.3.3.1.5.

TableofContents4.3.3.1.6.

Listoffiguresandtables

4.3.3.1.7.

Abstract/Executivesummary

4.3.3.2. MainSection

4.3.3.2.1.

Introduction

4.3.3.2.2. Discussion/Body

4.3.3.2.3. Summary/Conclusion

4.3.3.2.4. Recommendations

4.3.3.3.

4.3.3.3Documentation

4.3.3.3.1.

Notes(Contextual/footnotes)

4.3.3.3.2. Bibliography

4.3.3.3.3. Appendix

5. WritingResearchArticles 2periods

5.1. Introduction

5.2.

Procedures

References

1. Konar, Nira (2010), Communication Skills for Professional PHI Learning

PrivateLimited,NewDelhi.

2. Kumar,Ranjit(2006),ResearchMethodology, PearsonEducation.

3.

Laxminarayan, K.R (2001), English forTechnicalCommunication.Chennai;

Scitechpublications(India)Pvt.Ltd.

4. Mishra,Sunitaet.al.(2004),Communication SkillsforEngineers,Pearson

EducationFirstIndianprint.

5.

Prasad,P.et.al(2007),ThefunctionalAspectsofCommunicationSkillsS.K.

Kataria&sons.6.

Rutherfoord, Andrea J. Ph.D (2001), Basic Communication Skills for

Technology,PearsonEducationAsia.

7. Rizvi,M.Ashraf(2008),EffectiveTechnicalCommunication.TataMcGrawHill.

8.

ReinkingAJameset.al(1999),StrategiesforSuccessfulWriting:Arhetoric,

research guide, reader and handbook, Prentice Hall Upper Saddle River,

NewJersey.


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23

DESIGNOFSTEELANDTIMBERSTRUCTURES

Lecture

:

4hrs

Year

:

IIITutorial : 2hrs Part : II

CourseObjective:

Makestudentscapabletodesignordinarysteelandtimberstructures.

Preparestudentsforadvancedknowledgeondesignofcomplexsteeland

timberstructures.

1. SteelStructuresandtheirAnalysisandDesign [4hours]

1.1.

IntroductiontoSteelStructures

1.2.

StructuralSteelandClassificationofSteelSections

1.3.MethodofAnalysisandDesign

1.4.

DesignProcessandBasisforDesign

2. WorkingStressDesignMethod [2hours]

2.1.

BasicAssumptionsinWorkingStressDesign

2.2.

ServiceLoadandPermissibleStresses2.3.

DesigninTension,Compression,BendingandShear

3. LimitStateDesignMethod [3hours]

3.1.SafetyandServiceabilityRequirementsofStructure

3.2.

DifferentLimitStatesforSteelDesign

3.3.

DesignStrengthofMaterialsandDesignLoads

3.4.LimitStateofStrength

3.5.

LimitStateofServiceability

4. ConnectionsinSteelStructures [10hours]

4.1.TypesofConnections

4.2.

WeldedConnections

4.2.1.Weldsandwelding

4.2.2.Designofsimpleweldedconnections

4.2.3.

Designofeccentricweldedconnections

4.3.BoltedConnections

4.3.1.

Boltsandbolting

4.3.2.

Design

of

simple

bolted

connections

4.3.3.

Designofeccentricboltedconnections

4.4.

IntroductiontoRivetedConnection

5. TensionMembers [4hours]

5.1.TypesofTensionMembers

5.2.

SectionalAreaofTensionMember

5.3.DesignofTensionMembersofSimpleandBuiltUpSection

5.4.

DesignofLugAngle

5.5.

TensionSplice

6. CompressionMembers [10hours]

6.1.TypesofCompressionMember

6.2.

BucklingBehaviorofColumn

6.3.DesignofColumnofSimpleandBuiltUpSection

6.4.DesignofLateralBracingofCompressionMember

6.5.DesignofEccentricallyLoadedColumn

6.6.DesignofColumnBases

6.6.1.

Axiallyloadedcolumnbases

6.6.2.Eccentricallyloadedcolumnbases

6.7.

DesignofColumnSplices

7. FlexureMembers [13hours]

7.1.

TypesofBeams

7.2.DesignofSimpleBeam

7.3.DesignofBuiltUpBeam

7.4.DesignofPlateGirder

7.4.1.Elementofplategirders

7.4.2.Preliminarydesign

7.4.3.Designforbending,shear,deflectionandlateralstability


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24

7.4.4.

Curtailmentofplate

7.4.5.Designofwebandflangesplice

8. DesignofRoofTrusses [4hours]

8.1.

TypesofRoofTrussandComponentsofRoofTruss

8.2.

LoadsonRoofTruss

8.3.DesignofRoofComponents

PARTB:TIMBERSTRUCTURES

9. TimberStructuresandDesignMethods [2hours]

9.1.

IntroductiontoTimberStructures

9.2.

StructuralTimberandFactorsAffectingtheStrengthofTimber

9.3.DesignMethodsandBasisforDesign

10. JointsinTimberStructures [2hours]

10.1.

TypesofJoints

10.2.DesignofBoltedJoints

10.3.DesignofNailedJoints

11. DesignofCompressionMembers [3hours]

11.1.

TypesofTimberColumns

11.2.DesignofTimberColumn

11.3.

IntroductiontoColumnBases

12. DesignofFlexureMember [3hours]

12.1.

TypesofBeams

12.2.DesignofTimberandFlitchedBeam

CourseProject:

ACourseProjectonintegrateddesignofabuilding/industrialstructure

Referencebooks:

1. Limit State Design of Steel Structures S.K. Duggal Tata McGrawHill

PublishingCom.

2. DesignofSteelStructuresK.S.SaiRam,PEARSONEducation

3.

DesignofSteelStructuresL.S.Negi,TataMcGrawHillPublishingCom.

4. DesignofSteelStructuresRamChandra, StandardBookHouse

Evaluationscheme



Chapter HoursMarks

Distribution*

1 4 4

2 2 4

3 3 4

4 10 12

5 4 6

6 10 127 13 14

8 4 6

9 2 4

10 2 4

11 3 6

12 3 4

Total 60 80



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26

10. Causesandpreventionofcracksinbuildings (2hours)

10.1.Cracks in different components of buildings (walls, roofs, floors,

plasters,windows,RCC,jointsetc.)

10.2.CausesofcracksandRemedialmeasurestocracks

11. Earthquakeprotection&Retrofittinginbuilding (3hours)

11.1.EarthquakeProtectionofBuildings

11.2.

TechniquesofRetrofitting andRetrofittingmaterials

11.3.Destructiveandnondestructivetestsinbuildings

12. Otherservicesinbuilding (4hours)

12.1.Watersupply&sanitation

12.2.

Electrification,CCTVandTelephonenetwork

12.3.

FireProtection

12.4.

Rainwaterharvesting

Assignments: [10marks]

1. Drawings of site plan, foundation trench plan, section and timbering of

foundationtrench.

2. Detaileddrawingsoffoundationstructures.Bondingdetailsofjunctionof

walls.

3.

Detailed

drawings

of

important

building

components

(foundation,

plinth,

andsuperstructure).

4.

Detailingofframesandshuttersofdoorsandwindows;

5.

Drawingplanandsectionofdogleggedstaircase.

6. Isometric view, plan and sections of scaffolding, shoring and

underpinning.

7. Septictank,soakpitandisometricviewofpipelayout.

8. Layoutdrawingofpower,lightcircuitandothernetworks.

Tutorial: 1hour/week

In tutorial class students will be taught to design a residential/office building

andpreparecompleteworkingdrawingswithessentialdetails.

Note:

Student will be allowed to prepare a building plan to work out detailed

drawingsfortutorialexercises.

References:

1. WBMckay,ELBSPublication"BuildingConstruction"

2.

Goyal,M.M.,"HandbookofBuildingConstruction:Theessentialsourceof

standardconstructionpractices",2004,ThomsonPress,

3. Chudey & Greeno, Butterworth & Heinemann, "Building Construction

Handbook",1998

4.

ReidE.,"UnderstandingBuildings",,MITpress

5. Pahari,B.,"PassiveBuilding:Concept&Design",2002,ISBN:9993334243

6. Buildingcode(NS,IS)

7. S.C.Rangawala,"BuildingConstruction"

8.

Ching,FDK,"BuildingconstructionIllustrated"

EvaluationScheme:



Chapters HoursMarks

distribution*

1 7 16

2 5 834 8 16

56 5 8

78 7 12

910 6 8

1112 7 12

Total 45 80



27/36


28/36

28

7. DepreciationandCorporateIncomeTaxes [6hours]

7.1. ConceptandTerminologyofDepreciation

7.2. BasicMethodsofDepreciation

7.2.1.

Straightlinemethod

7.2.2.

DecliningBalanceMethod7.2.3.

SinkingFundMethod,

7.2.4.

SumoftheYearDigitMethod

7.2.5. ModifiedAcceleratedCostRecoverySystem(MACRS)

7.3. IntroductiontoCorporateIncomeTax.

7.4.

AfterTaxCashflowEstimate.

7.5. GeneralProcedureforMakingAfterTaxEconomicAnalysis.

8. InflationandItsImpactonProjectCashflows. [4hours]

8.1. ConceptofInflation.

8.2.

MeasuringInflation

8.3.

EquivalenceCalculationUnderInflation

8.4. ImpactofInflationonEconomicEvaluation

Tutorials:

1.

Assignments,

2.

Quizzesand1Casestudy.

References:

ChanS.Park,ContemporaryEngineeringEconomics,PrenticeHall,Inc.

E.

Paul

De

Garmo,

William

G.

Sullivan

and

James

A.

Bonta

delli,

Engineering

Economy,MCMilanPublishingCompany.

James L. Riggs, David D. Bedworth and Sabah U. Randhawa, Engineering

Economics,TataMCGrawHillEducationPrivateLimited.

EvaluationScheme:



Chapters Hours Marksdistribution

1 3 4

2 6 6

3 8 16

4 6 12

5 6 12

6 6 12

7 6 12

8 4 6

Total 45 80



29/36


30/36


31/36


32/36

32

DhanpatRaiPublishingCompany(P)Ltd.,NewDelhi,2002

4. K.N. Duggal, "Elements of Environmental Engineering", S. Chand and

CompanyLtd.,NewDelhi,1997

Tutorials:

1. QuantityofWastewater (2hour)

Definitions,Numericalsondeterminationofsanitarysewageandstorm

water,determinationonquantityofwastewaterforseparate,combined

andpartiallyseparatesystems

2. DesignandConstructionofSewers (2hours)

Designcriteriaofsewers,partialflowconditionsinsewers,Numericalson

designofsewersforseparateandcombinedsystems

3. SewerAppurtenances (0hour)

4.

Characteristicsand

Examination

of

Wastewater

(2

hours)

Definitions,NumericalsonBODandBODtesting

5. WastewaterDisposal (2hours)

Definitions,StreeterPhelp'sequationdescription,Numericalson

purificationofrivers/streamsanddegreeoftreatmentrequired

6. WastewaterTreatment (3hours)

Definitions,Numericalsongritchamber,sedimentationtank,trickling

filter,activatedsludgeprocessandoxidationpond

7. SludgeTreatmentandDisposal (2hours)

Definitions,Numericalonsludgevolumedetermination,volumemoisturerelationanddesignofdigesters

8. DisposalofSewagefromIsolatedBuildings (2hours)

Definitions,NumericalsondesignofVIPlatrine,Pourflushlatrine,Septic

tank,DrainfieldandSoakpit

9. SolidWasteDisposal (0hour)

EvaluationScheme:


willbeasindicatedinthetablebelow

Chapters

Lecture

Hours

Tutorial

Hours

Marks

Distribution*

1 2 0 4

2 4 2 4

3 4 2 8

4 3 0 4

5 5 2 8

6 6 2 8

7 12 3 24

8 4 2 8

9 3 2 8

10 2 0 4

Total 45 15 80



33/36


34/36

34

5.3.1.

TypesofRetainingStructures,RiverTrainingStructures,Land

SlideStabilizationStructuresandGullyControlStructures

6. HighwayMaterials [10hours]

6.1. IntroductionandClassificationofRoadMaterials

6.2.

SubgradeSoil

6.2.1. General

6.2.2.

CharacteristicsofSubgradeSoil

6.2.3.

DesirablePropertiesofSubgradeSoil

6.3. RoadAggregate

6.3.1. DefinitionandClassificationofRoadAggregates

6.3.2.

DesirablePropertiesofRoadAggregates

6.3.3. TestsonRoadAggregatesandtheirSignificance

6.3.4.

ComparingGradationSpecificationandMethodofTranslating

Specification

6.3.5.

CombiningoftheAggregates

6.4. BituminousRoadBinders

6.4.1.

DefinitionandClassificationofRoadBinders

6.4.2. LiquidBitumen:CutbackBitumenandBitumenEmulsion

6.4.3.

TestsonBituminousBinders

6.5. BituminousMixes

6.5.1.

DefinitionandClassification

6.5.2. MarshalMethodofBitumenMixeDesign

Tutorials:

Thereshallberelatedtutorialsexercisedinclassandgivenasregular

homeworkexercises.

Laboratories:

(a)

LosAngelesAbrasionValueandCrushingValueof Aggregates

(b) PenetrationValue;Viscosity;SofteningPointandDuctilityofBitumen

(c) SkidResistanceTestonRoadSurface

(d) MarshallStabilityTestandAsphaltMixDesign

(e)

ExtractionofBitumenfromMixandGradationofAggregateafter

Extraction

ReferenceBooks:

1.

ATextbookonHighwayEngineeringandAirports,S.B.SehgalandK.I.

Bhanot,S.ChandandCo.PublishersLtd.,NewDelhi

2. Principles,PracticeandDesignofHighwayEngineering,S.K.Sharma,S.

ChandandCo.PublishersLtd.,NewDelhi3. HighwayEngineeringDr.S.K.KhannaandDr.C.E.G.Justo,NemChand&

BrosRoorkee(U.P.)

4.

HighwayEngineeringC.A.Flaherty,EdwardArnold(Publishers)Ltd.

5.

CourseManualonTransportationEngineeringP.M.Parajuli,Department

ofCivilEngineering,PulchowkCampus

EvaluationScheme:

Thequestionwillcoverallthechaptersinthesyllabus.Theevaluationschemewillbeasindicatedinthetablebelow:

Chapter HoursMark

distribution*

1.

4 8

2. 4 8

3.

18 32

4.

4 8

5. 5 8

6.

10 16

Total 45 80



35/36


36/36

36

9. WaterLoggingandDrainage [6hours]

9.1. Causes,effectsandpreventivemeasuresofwaterlogging

9.2. Waterlogginganddrainageofirrigatedland

9.3.

Surfacedrainagesystemsandtheirdesign

9.3.1. LayoutplanningforDrainage

9.3.2.

InternaldrainageofBundedfields

9.3.3.

Externaldrainage

9.3.4. Draindesign(waterlevel,maximum&minimumslopesand

crosssections)

9.3.5.

Remodelingofexistingnaturaldrains

9.4. Subsurfacedrainagesystemsandtheirdesign

9.4.1.Layoutofsubsurfacedrainagesystem

9.4.2.Flowofgroundwatertodrainsandspacingoftiledrains

Tutorials: [30hours]

1. Duty,DeltaandPeriodRelation [1hour)

2. IrrigationWaterRequirements (2hoours)

3. SoilMoistureIrrigationRelationandIrrigationInterval (2hours)

4.

Balancingdepthforexcavatingcanals (1hour)

5. Designofstablecanals (1hour)

6.

DesignofAlluvialcanals (2hours)

7.

Designoflinedcanals (1hour)

8.

DesignofGuideBundsandLaunchingApron (2hours)9. DesignofhydraulicstructuresusingKhoslasSeepageTheory (4hours)

10. DesignofslopingglaciesWeirbay (2hours)

11. DesignofCross&HeadRegulators (3hours)

12.

Designofpipeoutlet (1hour)

13.

DesignofVerticalDrop (2hpurs)

14. DesignofSiphonAqueduct (4hours)

15. Designofsurfaceandsubsurfacedrains (2hours)

Assignments&FieldVisit:

1.

Individual assignment on Irrigation Water Requirement using CROPWAT

Software

2. Field visit of an Irrigation System, group presentation and submission of

individualreport

Referencebooks:

1.

Theoryanddesignofirrigationstructures,volumeIandII,RSVarshney,

SCGuptaandRLGupta,NemChandandBros.,Roorkee,1979

2.

IrrigationEngineeringandHydraulicStructures,SKGarg,Delhi,1983

3. IrrigationEngineering,GurcharanSingh

4. DesignManualsforIrrigationprojectsinNepal,PDSPManuals,M.9

DrainageManual,1990

5. HydraulicStructures,P.Novaket.al.,SPONPRESS,2001

EvaluationScheme:



Chapters Hours MarksDistribution

1. 4 5

2. 4 8

3.

3 54. 6 10

5.

8 12

6.

4 8

7. 6 12

8.

4 10

9. 6 10

Total 45 80


Documents

IOE Syllabus(civil-3rd-year)