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STUDENT HAND BOOKBACHELOR OF TECHNOLOGY

SEMESTER-4th

STUDY SCHEME-2011

DEPARTMENT OF CIVIL ENGINEERING

ASRA COLLEGE OF ENGINEERING amp TECHNOLOGY BHAWANIGARH


STUDY SCHEME

Punjab Technical University

Fourth Semester Contact Hours 30 Hrs

Course Code Course Name Load Allocation Marks Distribution Total Credits

Marks

L T P Internal External

BTCE-401 Geomatics Engineering 3 1 - 40 60 100 4

BTCE-402Construction Machinery amp WorksManagement 3 1 - 40 60 100 4

BTCE-403 Design of Concrete Structures-I 4 1 - 40 60 100 5

BTCE-404 Fluid Mechanics-II 3 1 - 40 60 100 4

BTCE-405 Irrigation Engineering-I 3 1 - 40 60 100 4

BTCE-406 Structural Analysis-I 3 2 - 40 60 100 5

BTCE-407 Concrete Technology Lab - - 2 30 20 50 1

BTCE-408 Structural Analysis Lab - - 2 30 20 50 1

BTCE-409 General Fitness 100 - 100

DEPARTMENT OF CIVIL ENGINEERINGPage2


Total 21 08 05 400 400 800 28

AUTHORS-

Prof Sandeep Sharma

Er Navjot Inder Singh




Department Teachers

Sno Name of Teacher Contact no Email-id

1 Prof Sandeep Sharma 9592800327 asrahodmegmailcom

2 Er Navjot Inder Singh 9780909343 asramef2gmailcom

3 Er Anuradha 7837402841 rajpootsanjana5gmailcom

4 Er NirajBala 9463626838 asracivilf5gmailcom5 Er Sonu Singh 7837791154 asracivilf6gmailcom6 Er Kulwinder Singh 9041777830 Asracivilf7gmailcom7 Er Deepak Mittal 9592435770 Asracivilf9gmailcom

8

9

Subject Teachers 4th Semester

Sno Name of Subject Subject codeSubject Teachers name Department

1Geomatics Engineering BTCE-401 Er Deepak Mittal Civil Engineering

2Construction Machinery amp WorksManagement

BTCE-402 Er Anuradha Civil Engineering

3 Design of Concrete Structures-I BTCE-403 Er Kulwinder Singh Civil Engineering

4Fluid Mechanics-II

BTCE-404 Er Parminder Singh Mechanical Engineering

5 Irrigation Engineering-I BTCE-405 Er Sonu Singh Civil Engineering

6 Structural Analysis-I BTCE-406 Er Niraj Bala Civil Engineering

7 Concrete Technology Lab BTCE-407 Er Kulwinder Singh Civil Engineering

8 Structural Analysis Lab BTCE-408 Er Niraj Bala Civil Engineering

PTU Syllabus



BTCE-401 Geomatics EngineeringL T P3 1 0

1 PhotogrammetryIntroduction Basic Principles Photo-Theodolite Elevation of a Point by PhotographicMeasurement Aerial Camera Vertical Photograph Tilted Photograph Scale Crab and DriftFlight Planning for Aerial Photography Ground Control for Photogrammetry Photomaps andMosaics Stereoscopic Vision Stereoscopic parallax Stereoscopic Plotting InstrumentsApplications2 Electromagnetic Distance Measurement (EDM)Electromagnetic Waves Carrier Waves Black body radiation Laws of radiation ModulationTypes of EDM Instruments Electro-optical Infrared and Microwave EDM InstrumentsEffect of Atmospheric Conditions TheGeodimeter TheTellurometer Wild DistomatsElectronic Total Station3 Remote SensingIntroduction Basic Principles Electromagnetic (EM) Energy Spectrum EM Radiations andthe Atmosphere Interaction of EM radiations with Earthrsquos Surface Types of remote sensingsystems Remote Sensing Observation Platforms Satellites and their characteristics ndash Geostationaryand sun-synchronous Earth Resources Satellites Meteorological satellitesSensors Types and their characteristics Across track and Along track scanning Applicationsof Remote Sensing4 Geographical Information System (GIS)Definition GIS Objectives Hardware and software requirements for GIS Components ofGIS Coordinate System and Projections in GIS Data structure and formats Spatial datamodels ndash Raster and Vector Data inputting in GIS Data base design - editing and topologycreation in GIS Linkage between spatial and non spatial data Spatial data analysis ndashsignificance and type Attribute Query Spatial Query Vector based spatial data analysisRaster based spatial data analysis Errors in GIS Integration of RS and GIS data DigitalElevation Model Network Analysis in GIS GIS Software Packages5 Global Positioning System (GPS)Introduction Fundamental concepts GPS system elements and signals GPS measurementsand accuracy of GPS Satellite Movement GPS Satellites Co-ordinate systems - GeoidsEllipsoid and Datum Spheroid Customised Local Reference Ellipsoids National ReferenceSystems Worldwide Reference Ellipsoid WGS 84 Differential-GPS Classification of GPSreceivers GPS Applications

Books Recommended1 Arora KR 2007 Surveying Vol-III Standard Book House2 Campbell JB2002 Introduction to Remote Sensing Taylor Publications3 ChangTK 2002 Geographic Information Systems Tata McGrawHill4 HeywoodI Cornelius S CrverSteve 2003 An Introduction to Geographical InformationSystems Pearson Educatio

ASSIGNMENTS



BTCE-401 Geomatics Engineering

ASSIGNMENT NO- 1

1) What do you mean Photo-Theodolite Elevation of a Point by Photographic 2) Explain the Aerial Camera3) Explain the difference between Vertical Photograph and Tilted Photograph4) Flight Planning for Aerial Photography 5) Explain these terms stereoscopic parallax stereoscopic plotting instruments

ASSIGNMENT NO-2

1) What is Electromagnetic Waves Carrier Waves2) Explain the Laws of radiation Modulation3) Explain Wild Distomats4) Explain Electro-optical Infrared and Microwave EDM 5) Effect of Atmospheric Conditionson The Geodimeter and The Tellurometer

ASSIGNMENT NO-3

1) Basic Principles Remote Sensing 2) Explain Interaction of EM radiations with Earthrsquos Surface 3) Explain types of remote sensing system4) Explain Remote Sensing Observation Platforms Satellites and their characteristics 5) Explain the application of Remote

ASSIGNMENT NO-4

1) Explain theHardware and software requirements for GIS2) Explain Coordinate System and Projections in GIS 3) Explain Errors in GIS Integration of RS and GIS data 4) Explain theNetwork Analysis in GIS5 ) Explain Raster based spatial data analysis

ASSIGNMENT NO-5

1) Explain GPS system elements and signals 2) Explain Co-ordinate systems of GPS 3) Explain application of GPS 4) Explain Customised Local Reference Ellipsoids National Reference in GPS 5) Explain Classification of GPS receiver

PTU SYLLABUS



BTCE-402 CONSTRUCTION MACHINERY amp WORKS MANAGEMENT`

L T P3 1 0

1 INTRODUCTION Need for project planning amp management time activity amp event barchart Milestone chart uses amp draw backs

2 PERT Construction of PERT network time estimates network analysis forward pass ampbackward pass slack critical path data reduction suitability of PERT for research projectnumerical problems

3CPM Definitions network construction critical path fundamental rules determination ofproject schedule activity time estimates float types their significance in project controlnumerical problems

4 COST ANALYSIS AND CONTRACT Type of costs cost time relationships costslopes conducting a crash programme determining the minimum total cost of projectnumerical problems updating a project when to update time grid diagram resourcescheduling planning of different components of civil engineering projects such as a houseworkshop dam tunnel

5 CONSTRUCTION EQUIPMENT AND MACHINERY Tractors bull dozers rippersscrappers power shovels dragline hoes Line diagram of each sizes output uses factorsaffecting selection of each equipment economic life of equipmentmaintenance and repaircostHoisting amp Transporting Equipments Hosts Winches Cranes Belt conveyors Ropewaystrucksamp Wagons

6 Plants for grading batching mixing types of mixers concrete pumps bitumen plants

BOOKS RECOMMENDEDConstruction Planning and Equipment - RLPeurifoy - Tata McGraw Hill New DelhiPERT and CPM - LSSrinath East West PressManagement Guide to PERT amp CPM - Wiestamp levy Prentice HallConstruction Equipment amp Planning and Application- Mahesh VermaArtec PublicationConstruction Planning and Management by U K Shrivastava Galgotia Publications PvtLtd

ASSIGNMENTSDEPARTMENT OF CIVIL ENGINEERINGPage7


BTCE-402 CONSTRUCTION MACHINERY amp WORKS MANAGEMENT

ASSIGNMENT-I

1) Need for project planning amp management2) Explain the following terms time activity amp event3) Milestone chart uses amp draw backs4) Explain bar chart5) Construction of PERT network

ASSIGNMENT-2

1) Explain time estimates2) What is slack critical path data reduction3) Suitability of PERT for research project4) Explain backward and forward pass5) Network analysis

ASSIGNMENT-3

1) Define network construction2) Explain critical path and fundamental rules3) What are activity time estimates4) Float types their significance in project control5) Determination of project schedule

ASSIGNMENT-4

1) Type of costs cost time relationships

2) Determining the minimum total cost of project

3)Updating a project when to update time grid diagram 4) Explain cost slopes

5) Planning of different components of civil engineering projects such as a house

ASSIGNMENT-5

1) Explain these terms-Tractors bull dozers rippers

2) Power shovels dragline hoes Line diagram of each and sizes

3) Factor affecting selection of each equipment

4) Plants for grading batching mixing

5) Types of mixers concrete pumps bitumen plants



PTU SYLLABUS

BTCE-403 DESIGN OF CONCRETE STRUCTURES-I

L T P 4 1 0

Note Relevant Indian Code of Practices are permitted in Examination

Part A CONCRETE TECHNOLOGY

1 CEMENTS amp ADMIXTURES Portland cement ndash chemical composition ndash Hydration Settingof cement ndash Structure of hydrate cement ndash Test on physical properties ndash Different grades ofcement ndash Admixtures ndash Mineral and chemical admixtures

2 AGGREGATES Classification of aggregate ndash Particle shape amp texture ndash Bond strength ampother mechanical properties of aggregate ndash Specific gravity Bulk density porosity adsorption amp moisture content of aggregate ndash Bulking of sand ndash Deleterious substance in aggregate ndash Soundness of aggregate ndash Alkali aggregate reaction ndash Thermal properties ndash Sieve analysis ndash Fineness modulus ndash Grading curves ndash Grading of fine amp coarse Aggregates ndash Gap graded aggregate ndash Maximum aggregate size

3 Properties of Concrete Workability ndash Factors affecting workability ndash Measurementof workability by different tests ndash Setting times of concrete ndash Effect of time and temperature on workability ndash Segregation amp bleeding ndash Mixing and vibration of concrete ndash Steps in manufacture of concrete ndash Quality of mixing water Abramrsquos Law Factors affecting strength Characteristics strength of concrete Target strength Modulus of elasticity Modulus of rupture

4 MIX DESIGN Factors in the choice of mix proportions ndash Durability of concrete ndashQuality Control of concrete ndash Statistical methods ndash Acceptance criteria ndash Proportioning of concrete mixes by various methods ndash BIS method of mix design

Part B DESIGN OF REINFORCED CONCRETE ELEMENTS1 Objectives and Methods of Analysis and Design2 Properties of Concrete and Steel3 Design Philosophies of Working Stress Method and Limit State Method4 Limit State of Collapse - Flexure5 Computation of Parameters of Governing Equations6 Determination of Neutral Axis Depth and Computation of Moment of Resistance7 Numerical Problems on Singly Reinforced Rectangular Beams8 Doubly Reinforced Beams ndash Theory and Problems9 Flanged Beams ndash Theory and Numerical Problems10 Shear Bond Anchorage Development Length and Torsion11 Reinforced Concrete Slabs One and Two way Slabs



ASSIGNMENTSBTCE-403 DESIGN OF CONCRETE STRUCTURES-I

ASSIGNMENT I

1 Explain Portland cement and chemical composition2 Structure of hydrate cement3 Explain setting time of cement4 Test on physical properties5 Different grades of cement

ASSIGNMENT 2

1 Classification of aggregate2 Particle shape amp texture of aggregates3 Bond strength of aggregates4 Mechanical properties of aggregate ndash Specific gravity Bulk density porosity5 Adsorption amp moisture content of aggregate ndash Bulking of sand

ASSIGNMENT 3

1 Soundness of aggregate2 Alkali aggregate reaction3 Explain Fineness modulus4 Define sieve analysis5 Grading curves ndash Grading of fine amp coarse Aggregates

ASSIGNMENT 4

1 Define Workability and Factors affecting workability 2 Measurement of workability by different tests3 Setting times of concrete4 Effect of time and temperature on workability ndash Segregation amp bleeding5 Steps in manufacture of concrete and Quality of mixing water

ASSIGNMENT NO-5

1 Explain Modulus of elasticity

2 Modulus of rupture Characteristics strength of concrete and Target strength

3 Factors in the choice of mix proportions

4 Durability of concrete and Quality Control of concrete



PTU SYLLABUS

BTCE- 404 Fluid Mechanics-II

L T P3 1 0

1 Laminar Flow Navier-stokes equations in Cartesian coordinates (no derivation)meaning of terms Flow through circular section pipe flow between parallel platesstokes law Flow through porous media Transition from laminar to turbulent Criticalvelocity and critical Reynolds Number

2 Turbulent Flow Turbulent flows and flow losses in pipes Darcy equation minorhead losses in pipe fittings hydraulic and energy gradient lines Definition ofturbulence scale and intensity Effects of turbulent flow in pipesEquation forvelocity distribution in smooth and rough pipes (no derivation)Resistance diagram

3 Boundary Layer Analysis Assumption and concept of boundary layer theoryBoundary-layer thickness displacement momentum amp energy thickness laminarand Turbulent boundary layers on a flat plate Laminar sub-layer smooth and roughboundaries Local and average friction coefficientsSeparation and Control

4 Uniform flow in open Channels Flow classifications basic resistance Equationfor open channel flow Chezy Manning Bazin and KutterformulaeVariationofroughness coefficient conveyance and normal depthVelocity DistributionMostefficient flow sections rectangular trapezoidal and circular

5 Energy and Momentum principles and critical flow Energy and specificEnergy in an open channelcritical depth for rectangular and trapezoidal channelsAlternate depths applications of specific energy to transitions and Broads crestedweirs Momentum and specific force in open channel flow sequent depths

6 Gradually varied Flow Different Equation of water surface profile limitationproperties and classification of water and surface profiles with examplescomputation of water surface profile by graphical numerical and analyticalapproaches

7 Hydraulic Jump and Surges Theory of Jump Elements of jump in a rectangularChannel length and height of jump location of jump Energy dissipation and otheruses Positive and negative surges



Books5 Hydraulics amp Fluid Mechanics by PNModi and SMSeth StandardPublication6 Flow in Open Channels by SSubraminayam Tata MacGraw Hill7 Introduction to Fluid Mechanics by Robert NFoxamp Alan TMacnold8 Fluid Mechanics Dr RK Bansal Laxmi Publications9 Fluid Mechanics Dr JagdishLal Metropolitan Book Co (p) Ltd



ASSIGNMENTSBTCS 404 ndashFluid Mechanics-II

ASSIGNMENT - 1

1 Explain Navier-stokes equations in Cartesian coordinate 2 Draive the equation for Flow through circular section 3 Draive the eqation for Flow through porous media 4 Explain the critical velocity and critical Reynolds Number5 Explain Transition from laminar to turbulent

ASSIGNMENT - 2

1 Explainturbulent flows and flow losses in pipes2 Explain Darcy equation minor d losses in pipe fittings hydraulic and energy gradient lines3 Explain Effects of turbulent flow in pipes 4 Explain Resistance diagram5 Explain Tarbulent flow6ASSIGNMENT - 3

1 Explain assumption and concept of boundary layer theory 2 Determine Boundary-layer thickness displacement 3 Describ Chezy Manning Bazin and Kutter formula4 Explain Separation and Control5 ExplainFlow classifications6ASSIGNMENT ndash 4

1 Discuss Velocity distribution for efficient flow sections 2 Discuss energy and specific energy in an open channel 3 Explain momentum and specific force in open channel flow sequent depth4 Explain applications of specific transitions and broads crested weirs5 Explain the gradually varied flow

ASSIGNMENT ndash 5

1 Discuss different equation of water surface profile in the Gradually varied2 What is hydraulic jump3 Explain the following terms

(a) Surges(b) Energy dissipation



PTU SYLLABUS

BTCE-405 IRRIGATION ENGINEERING ndashIL T P3 1 0

1 INTRODUCTIONImportance of Irrigation Engineering purposes of Irrigationobjectives of Irrigation Benefits of Irrigation Advantages of various techniques of irrigation-- Furrow Irrigation Boarder strip Irrigation Basin Irrigation Sprinkler Irrigation DripIrrigation

2 METHODS OF IRRIGATIONAdvantages and disadvantages of irrigation waterrequirements of crops factors affecting water requirement consumptive use of water waterdepth or delta Duty of water Base Period relation between delta duty and base period Soilcrop relation-ship and soil fertility

3 CANAL IRRIGATIONClassifications of canals canal alignment Inundation canalsBandhara irrigation advantages and disadvantages Silt theories-Kennedys theory Laceystheory Drawbacks in Kennedys ampLaceys theories comparison of Laceys and Kennedystheories Design of unlined canals based on Kennedy ampLaceys theories

4 LINED CANALSTypes of lining selection of type of lining Economics of liningmaintenance of lined canals silt removal strengthening of channel banks measurement ofdischarge in channels design of lined canals methods of providing drainage behind lining

5 LOSSES IN CANALS WATER LOGGING AND DRAINAGELosses in canals-Evaporation and seepage water logging causes and ill effects of water logging anti wterlogging measures Drainage of land classification of drains - surface and subsurface drainsDesign considerations for surface drains Advantages and maintenance of tile drains

6 INVESTIGATION AND PREPARATION OF IRRIGATION PROJECTSClassification of project Project preparation-investigations Design of works anddrawingsconcept of multi - purpose projects Major Medium and miner projects planingofan irrigation project Economics amp financing of irrigation works Documentation of projectreport

7 TUBE - WELL IRRIGATION Types of tube wells - strainer type cavity type andslotted type Type of strainers Aquifer porosity uniformity coefficient specific yield ampspecific retention coefficients of permeabilitytransmissibility and storage Yield or dischargeof a tube well Assumptions TheimsampDupuitrsquos formulae Limitations of TheimsandDupuits formulae Interference of tube wells with canal or adjoining tube-wells causes offailure of tubewells optimum capacity Duty and delta of a tube well Rehabilitation oftubewell

8 RIVER TRAINING WORKSObjectives classification of river-training works Designof Guide Banks Groynes or spurs - Their design and classification ISI Recommendations ofApproach embankments and afflux embankments pitched Islands Natural cut-offs andArtificial cut-offs and design Considerations



Books-Irrigation amp Water Power Engg BC Punmia PandeBBLal Laxmi Publications (p) LtdFundamentals of Irrigation Engg Dr Bharat Singh Nem Chand amp BrosIrrigation Enggamp Hydraulic Structure SRSahasrabudhe S K Katariaamp SonsIrrigation Enggamp Hydraulic Structure Varshney Gupta amp Gupta Nem Chand and BrothersIrrigation Enggamp Hydraulic Structure Santosh Kumar Garg Khanna Publishers



ASSIGNMENTS BTCE-405 IRRIGATION ENGINEERING ndashI

ASSIGNMENT ndash 1

1 What is Importance of Irrigation 2 Briefly explain various techniques of irrigation3 What is the difference between Furrow Irrigation and Boarder strip Irrigation 4 Describe the Sprinkler Irrigation 5 Explain drip irrigation6ASSIGNMENT ndash 2

1 Explain Advantages and disadvantages of irrigation2 Explain requirements of crops and factors affecting water requirement3 Explain these terms depth or delta Duty of water Base Period4 Explain relation between delta duty and base period5 Explain Soil crop relation-ship and soil fertility

ASSIGNMENT ndash 3

1 Explain the Classifications of canals2 What are Inundation canals3 What Difference between Kennedyrsquos theory and laceyrsquos theory4 Explain theSilt theories-Kennedys theory5 Explain the design of unlined canals based on Kennedy ampLaceys theories

ASSIGNMENT ndash 4

1 Explain Losses in canals2 Briefly explain Evaporation and seepage water logging3 Briefly explain Drainage of land4 Classification of drains - surface and subsurface drains5 Design considerations for surface drains Advantages and maintenance of tile drains

ASSIGNMENT ndash 5

1 Explain Classification of project2 Explain the difference between Major Medium and miner projects3 Briefly explain Project preparation-investigations4 Explain Design of works and drawings concept of multi - purpose projects5 Explain Economicsamp financing of irrigation works



PTU SYLLABUSBTCE- 406 STRUCTURAL ANALYSIS- I

L T P3 2 0

Displacements Concept Governing differential equation for deflection of straight beamsFollowing methods for determination of structural displacements10 Geometric Methods Double integration Macaulay1051878s method Moment area methodConjugate beam method11 Energy Methods Strain energy in members Bettirsquos and Maxwellrsquos Laws ofreciprocal deflections Concept of Virtual work and its applications Castiglianorsquostheorems unit load method deflections of trusses and 2D-frames

Determinate Structures Concept of determinacy Analysis of determinate structuralelementsmdashtruss arch beam frame cables Internal forces in determinate structuresReaction diagram-- Bending moment shear force radial shear normal thrust diagrams forthe determinant structures12 Analysis of plane trusses compound and complex trusses using method of jointsmethod of joints tension coefficients13 Analysis of three-hinged arch of various shapes under different loading conditions14 Analysis of simple portal frame cables under different loading conditions15 Analysis of cables under point load and UDL with ends at same or different levels

Moving Loads and Influence Line Diagrams Concept of influence line diagram rollingloads Bending moment and shear force diagrams due to single and multiple concentratedrolling loads uniformly distributed moving loads Equivalent UDL Muller Breslau principleInfluence lines for beams girders with floor beams and frames calculation of the maximumand absolute maximum shear force and bending moment Concept of envelopes Influenceline for displacements Influence line for bar force in trusses

Analysis of Cables and Suspension Bridges General cable theorem shape elastic stretchof cable maximum tension in cable and back-stays pressure on supporting towerssuspension bridges three hinged stiffening girders

Analysis of Dams Chimneys and Retaining Walls Introduction loadings for the dameschimneys and retaining walls limit of eccentricity for no-tension criteria Concept of coreMiddle-third rule maximumminimum base pressures

Book Recommended1 Basic structural Analysis CSReddy Tata McGraw-Hill Education2 Analysis of Structures Vol- I and Vol-II VaziraniampRatwani Khanna Publishers3 Intermediate structural Analysis CKWang McGraw-Hill4 Advanced Structural Analysis AK Jain Nem Chand amp Bros Roorkee5 Theory of Structures Vol I SP Gupta ampGSPandit Tata McGraw Hill New Delhi



ASSIGNMENTS BTCE- 406 STRUCTURAL ANALYSIS- I

ASSIGNMENT ndash 1

1 What is Double integration method2 Describe Moment area method3 Explain Conjugate beam method4 What is determinate structural5 Explain equation for deflection of straight beams

ASSIGNMENT ndash 2

1 What are internal forces in determinate structures2 Explain-- Bending moment shear force for determinant structure3 Analysis of plane trusses compound and complex trusses using method of joints by

assuming suitable data4 Analysis of simple portal frame by assuming suitable data5 Analysis of cables under point load and UDL with ends at same or different level by

assuming suitable dataASSIGNMENT ndash 3

1 Explain influence line diagram2 What are rolling loads3 Explain Influence line for bar force in trusses 4 Explain Muller Breslau principle

ASSIGNMENT ndash 4

1 Explain cable theorem2 Briefly explain maximum tension in cable3 3 Explain loadings for the dames4 4 Explain limit of eccentricity for no-tension criteria

ASSIGNMENT ndash 5

1 Explain middle-third rule maximumminimum base pressures2 Explain the forces on chimneys and retaining walls



PTU SYLLABUSBTCE-407 CONCRETE TECHNOLOGY LAB

L T P0 0 2

Total Marks 50

List of experiments

1 To Determine the Specific Gravity of and Soundness of cement2 To Determine the Standard Consistency Initial and Final Setting Times of Cement andCompressive Strength of Cement3 To Determine the Fineness Modulus Bulk Density Water Absorption and Specific gravityof Fine and Coarse Aggregates4 To Determine the Slump Compaction Factor and Vee-Bee Time of Concrete5 Mix Design of Concrete by IS methods6 To Determine the Compressive Strength of Concrete by Cube and Cylinder7 To carry out the Split Tensile and Flexural strength of Concrete8 Compressive strength of Brick and Tile as IS standard

BooksManuals -1 Concrete Manual By Dr ML Gambhir DhanpatRaiamp Sons Delhi2 Concrete Lab Manual by TTTI Chandigarh

3 Concrete Technology Theory and Practice by MSShetty SChandamp Company



PTU SYLLABUS

BTCE-408 Structural Analysis LabL T P0 0 2

Total Marks 50List of Experiments1 Deflection of a simply supported beam and verification of Clark-Maxwellstheorem2 To determine the Flexural Rigidity of a given beam3 To verify the Moment- area theorem for slope and deflection of a given beam4 Deflection of a fixed beam and influence line for reactions5 Deflection studies for a continuous beam and influence line for reactions6 Study of behavior of columns and struts with different end conditions7 Experiment on three-hinged arch8 Experiment on two-hinged arch9 Deflection of a statically determinate pin jointed truss10 Forces in members of redundant frames11 Experiment on curved beams12 Unsymmetrical bending of a cantilever beamReferencesA Laboratory Manual on Structural Mechanics by Dr Harwinder Singh New

Academic Publishing Comp Lt



STUDY SCHEME

Punjab Technical University

Fourth Semester Contact Hours 30 Hrs

Course Code Course Name Load Allocation Marks Distribution Total Credits

Marks

L T P Internal External

BTCE-401 Geomatics Engineering 3 1 - 40 60 100 4

BTCE-402Construction Machinery amp WorksManagement 3 1 - 40 60 100 4

BTCE-403 Design of Concrete Structures-I 4 1 - 40 60 100 5

BTCE-404 Fluid Mechanics-II 3 1 - 40 60 100 4

BTCE-405 Irrigation Engineering-I 3 1 - 40 60 100 4

BTCE-406 Structural Analysis-I 3 2 - 40 60 100 5

BTCE-407 Concrete Technology Lab - - 2 30 20 50 1

BTCE-408 Structural Analysis Lab - - 2 30 20 50 1

BTCE-409 General Fitness 100 - 100



Total 21 08 05 400 400 800 28

AUTHORS-

Prof Sandeep Sharma





Department Teachers






8

9







4Fluid Mechanics-II






PTU Syllabus






ASSIGNMENTS




ASSIGNMENT NO- 1


ASSIGNMENT NO-2


ASSIGNMENT NO-3


ASSIGNMENT NO-4


ASSIGNMENT NO-5


PTU SYLLABUS




L T P3 1 0











ASSIGNMENT-I


ASSIGNMENT-2


ASSIGNMENT-3


ASSIGNMENT-4





ASSIGNMENT-5








PTU SYLLABUS


L T P 4 1 0











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ASSIGNMENT 2


ASSIGNMENT 3


ASSIGNMENT 4


ASSIGNMENT NO-5







PTU SYLLABUS


L T P3 1 0














ASSIGNMENT - 1


ASSIGNMENT - 2




ASSIGNMENT ndash 5





PTU SYLLABUS
















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ASSIGNMENT ndash 3


ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P3 2 0










ASSIGNMENT ndash 1


ASSIGNMENT ndash 2





ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS






Total 21 08 05 400 400 800 28

AUTHORS-

Prof Sandeep Sharma





Department Teachers






8

9







4Fluid Mechanics-II






PTU Syllabus






ASSIGNMENTS




ASSIGNMENT NO- 1


ASSIGNMENT NO-2


ASSIGNMENT NO-3


ASSIGNMENT NO-4


ASSIGNMENT NO-5


PTU SYLLABUS




L T P3 1 0











ASSIGNMENT-I


ASSIGNMENT-2


ASSIGNMENT-3


ASSIGNMENT-4





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PTU SYLLABUS


L T P 4 1 0











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ASSIGNMENT 2


ASSIGNMENT 3


ASSIGNMENT 4


ASSIGNMENT NO-5







PTU SYLLABUS


L T P3 1 0














ASSIGNMENT - 1


ASSIGNMENT - 2




ASSIGNMENT ndash 5





PTU SYLLABUS
















ASSIGNMENT ndash 1



ASSIGNMENT ndash 3


ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P3 2 0










ASSIGNMENT ndash 1


ASSIGNMENT ndash 2





ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS







Department Teachers






8

9







4Fluid Mechanics-II






PTU Syllabus






ASSIGNMENTS




ASSIGNMENT NO- 1


ASSIGNMENT NO-2


ASSIGNMENT NO-3


ASSIGNMENT NO-4


ASSIGNMENT NO-5


PTU SYLLABUS




L T P3 1 0











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L T P 4 1 0











ASSIGNMENT I


ASSIGNMENT 2


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ASSIGNMENT NO-5







PTU SYLLABUS


L T P3 1 0














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ASSIGNMENT - 2




ASSIGNMENT ndash 5





PTU SYLLABUS
















ASSIGNMENT ndash 1



ASSIGNMENT ndash 3


ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P3 2 0










ASSIGNMENT ndash 1


ASSIGNMENT ndash 2





ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS









ASSIGNMENTS




ASSIGNMENT NO- 1


ASSIGNMENT NO-2


ASSIGNMENT NO-3


ASSIGNMENT NO-4


ASSIGNMENT NO-5


PTU SYLLABUS




L T P3 1 0











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ASSIGNMENT-2


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PTU SYLLABUS


L T P 4 1 0











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ASSIGNMENT 2


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ASSIGNMENT NO-5







PTU SYLLABUS


L T P3 1 0














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ASSIGNMENT - 2




ASSIGNMENT ndash 5





PTU SYLLABUS
















ASSIGNMENT ndash 1



ASSIGNMENT ndash 3


ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P3 2 0










ASSIGNMENT ndash 1


ASSIGNMENT ndash 2





ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS







ASSIGNMENT NO- 1


ASSIGNMENT NO-2


ASSIGNMENT NO-3


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PTU SYLLABUS




L T P3 1 0











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PTU SYLLABUS


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L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS







L T P3 1 0











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L T P 4 1 0











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PTU SYLLABUS


L T P3 1 0














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Total Marks 50

List of experiments






PTU SYLLABUS







ASSIGNMENT-I


ASSIGNMENT-2


ASSIGNMENT-3


ASSIGNMENT-4





ASSIGNMENT-5








PTU SYLLABUS


L T P 4 1 0











ASSIGNMENT I


ASSIGNMENT 2


ASSIGNMENT 3


ASSIGNMENT 4


ASSIGNMENT NO-5







PTU SYLLABUS


L T P3 1 0














ASSIGNMENT - 1


ASSIGNMENT - 2




ASSIGNMENT ndash 5





PTU SYLLABUS
















ASSIGNMENT ndash 1



ASSIGNMENT ndash 3


ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P3 2 0










ASSIGNMENT ndash 1


ASSIGNMENT ndash 2





ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS






PTU SYLLABUS


L T P 4 1 0











ASSIGNMENT I


ASSIGNMENT 2


ASSIGNMENT 3


ASSIGNMENT 4


ASSIGNMENT NO-5







PTU SYLLABUS


L T P3 1 0














ASSIGNMENT - 1


ASSIGNMENT - 2




ASSIGNMENT ndash 5





PTU SYLLABUS
















ASSIGNMENT ndash 1



ASSIGNMENT ndash 3


ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P3 2 0










ASSIGNMENT ndash 1


ASSIGNMENT ndash 2





ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS







ASSIGNMENT I


ASSIGNMENT 2


ASSIGNMENT 3


ASSIGNMENT 4


ASSIGNMENT NO-5







PTU SYLLABUS


L T P3 1 0














ASSIGNMENT - 1


ASSIGNMENT - 2




ASSIGNMENT ndash 5





PTU SYLLABUS
















ASSIGNMENT ndash 1



ASSIGNMENT ndash 3


ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P3 2 0










ASSIGNMENT ndash 1


ASSIGNMENT ndash 2





ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS






PTU SYLLABUS


L T P3 1 0














ASSIGNMENT - 1


ASSIGNMENT - 2




ASSIGNMENT ndash 5





PTU SYLLABUS
















ASSIGNMENT ndash 1



ASSIGNMENT ndash 3


ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P3 2 0










ASSIGNMENT ndash 1


ASSIGNMENT ndash 2





ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS










ASSIGNMENT - 1


ASSIGNMENT - 2




ASSIGNMENT ndash 5





PTU SYLLABUS
















ASSIGNMENT ndash 1



ASSIGNMENT ndash 3


ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P3 2 0










ASSIGNMENT ndash 1


ASSIGNMENT ndash 2





ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS






PTU SYLLABUS
















ASSIGNMENT ndash 1



ASSIGNMENT ndash 3


ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P3 2 0










ASSIGNMENT ndash 1


ASSIGNMENT ndash 2





ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS










ASSIGNMENT ndash 1



ASSIGNMENT ndash 3


ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P3 2 0










ASSIGNMENT ndash 1


ASSIGNMENT ndash 2





ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS







L T P3 2 0










ASSIGNMENT ndash 1


ASSIGNMENT ndash 2





ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS







ASSIGNMENT ndash 1


ASSIGNMENT ndash 2





ASSIGNMENT ndash 4


ASSIGNMENT ndash 5





L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS







L T P0 0 2

Total Marks 50

List of experiments






PTU SYLLABUS






PTU SYLLABUS





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