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MEPCO SCHLENK ENGINEERING COLLEGE, SIVAKASI (AUTONOMOUS)

AFFILIATED TO ANNA UNIVERSITY, CHENNAI 600 025

REGULATIONS: MEPCO - R2013 (FULL TIME)

M.E. STRUCTURAL ENGINEERING

Department Vision Department Mission

To serve the Nation by providing a quality

eng ineering education that enables students

to enter a profession that can improve the civil

infrastructure and economic welfare

To provide students with a broad and thorough

education in civil engineering fundamentals,

applications, and design that prepares them for the

practice of civil engineering at the professional level

with the confidence and skills necessary to meet the

technical and social challenges of the future.

Programme educational objectives:

1. Design Competency: Graduates with strong analytical and design knowledge will make

them fit their professional career in industry.

2. Life- long Learning: Graduates engage themselves in life-long learning and Research

activities to solve advanced technological, social, economic and environmental problems.

3. Entrepreneurship: Graduates will excel in their profession with teamwork and leadership

qualities in executing the multidisciplinary projects with ethical standards.

Programme Outcomes:

The structural engineering graduates after the completion of the programme will have the

following capabilities.

1. to demonstrate knowledge of mathematics, science and basic engineering principles.

2. to analyze and design various components of structures and conduct experiments to

interpret data.

3. to design advanced structural engineering elements and structures.

4. to execute and manage the multidisciplinary projects with global standards.5. to critically identify, formulate and solve structural engineering problems.

6. to demonstrate knowledge of professional and ethical responsibilities.

7. to possess excellent communication skills.

8. to have the broad education necessary to understand the impact of engineering

solutions in a global, economic and societal context and also will be aware of

contemporary issues.

9. to develop confidence for self-education and ability for life-long learning and research

activities.

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10. to demonstrate knowledge of advanced mathematics to analyze and solve complex

structural engineering design problems.

11. to use modern engineering tools, software and equipment to analyze problems.

CURRICULUM (I TO IV SEMESTER)

I SEMESTER

SL.NO. COURSECODE

COURSE TITLE L T P C

THEORY

1. 13MA171 Applied Mathematics for StructuralEngineering

3 1 0 4

2. 13SE101 Structural Dynamics 3 1 0 4

3. 13SE102 Theory of Elasticity and Plasticity 3 0 0 3

4. 13SE103 Advanced Concrete Design 3 0 0 3

5. Elective - I 3 0 0 3

6. Elective - II 3 0 0 3

PRACTICAL

7. 13SE151 Advanced Structural EngineeringLaboratory

0 0 3 2

Total 18 2 3 22

II SEMESTER

SL.NO. COURSECODE


THEORY

1. 13SE201 Advanced Structural Steel Design 3 0 0 3

2. 13SE202 Earthquake Analysis and Design ofStructures

3 0 0 3

3. 13SE203 Design of Pre-stressed Concrete Structures 3 0 0 3

4. 13SE204 Finite Element Method 3 1 0 4

5. Elective III 3 0 0 3

6. Elective IV 3 0 0 3PRACTICAL

7. 13SE251 Computer Aided Analysis and DesignLaboratory

0 0 3 2

8. 13SE252 Technical Seminar * 0 0 2 1

Total 18 1 5 22

* Internal Assessment only

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III SEMESTER

SL.NO. COURSECODE


THEORY

1. Elective V 3 0 0 3

2. Elective VI 3 0 0 3

3. Elective VII 3 0 0 3

PRACTICAL

4. 13SE351 Project Work (Phase I) 0 0 12 6

5. 13SE352 Practical Training (4 weeks) * 0 0 0 1

Total 9 0 12 16

* Internal Assessment onlyIV SEMESTER

SL.NO. COURSECODE


PRACTICAL

1 13SE451 Project work (Phase II) 0 0 24 12

Total 0 0 24 12

Total No. of Credits : 72

ELECTIVES FOR M.E. STRUCTURAL ENGINEERING

SL.NO. COURSECODE


1 13SE401 Matrix Methods of Structural Analysis 3 0 0 3

2 13SE402 Advanced Concrete Technology 3 0 0 3

3 13SE403 Sub Structure Design 3 0 0 3

4 13SE404 Experimental Techniques andInstrumentation

3 0 0 3

5 13SE405 Smart Structures 3 0 0 3

6 13SE406 Design of Prefabricated Structures 3 0 0 3

7 13SE407 Theory of Plates 3 0 0 3

8 13SE408 Design of Steel Concrete CompositeStructures

3 0 0 3

9 13SE409 Maintenance and Rehabilitation ofStructures

3 0 0 3

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SL.NO. COURSECODE


10 13SE410 Computer Aided Analysis and Design ofStructures

3 0 0 3

11 13SE411 Design of Industrial Structures 3 0 0 312 13SE412 Design of Bridges 3 0 0 3

13 13SE413 Stability of Structures 3 0 0 3

14 13SE414 Design of Tall Buildings 3 0 0 3

15 13SE415 Construction Safety and Management 3 0 0 3

16 13SE416 Structures in Disaster Prone Areas 3 0 0 3

17 13SE417 Energy Efficient Structures 3 0 0 3

18 13SE418 Mechanics of Composite Materials 3 0 0 3

19 13SE419 Non-linear Analysis of Structures 3 0 0 3

20 13SE420 Design of Shell Structures 3 0 0 3

21 13SE421 Structural Optimization 3 0 0 3

22 13SE422 Power Plant Structures 3 0 0 3

23 13SE423 Cracks and Crack Control in ConcreteStructures

3 0 0 3

REGULATIONS MEPCO R2013 (PART TIME)

M.E. STRUCTURAL ENGINEERING

CURRICULUM (I TO VI SEMESTER)

SEMESTER I

Sl.No.

COURSECODE


THEORY

1 13MA171 Applied Mathematics for StructuralEngineering

3 1 0 4

2 13SE101 Structural Dynamics 3 1 0 4

3 13SE103 Advanced Concrete Design 3 0 0 3

TOTAL 9 2 0 11

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SEMESTER II

Sl.No.

COURSECODE


THEORY1 13SE201 Advanced Structural Steel Design 3 0 0 3

213SE203 Design of Pre-stressed Concrete

Structures 3 1 0 4

3 13SE204 Finite Element Method 3 0 0 3

PRACTICAL

4 13SE252 Technical Seminar * 0 0 2 1

TOTAL 9 1 2 11


III SEMESTER

Sl.No.

COURSECODE


THEORY

1 13SE102 Theory of Elasticity and Plasticity 3 0 0 3

2 Elective - I 3 0 0 3

3 Elective - II 3 0 0 3

PRACTICAL

4 13SE151 Advanced Structural EngineeringLaboratory

0 0 4 2

TOTAL 9 0 4 11

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IV SEMESTER

Sl.No.

COURSECODE


THEORY

113SE202 Earthquake Analysis and Design of

Structures 3 0 0 3

2 Elective III 3 0 0 3

3 Elective IV 3 0 0 3

PRACTICAL

4 13SE251Computer Aided Analysis and Design

Laboratory 0 0 3 2

TOTAL 9 0 3 11

V SEMESTER

Sl.No.

COURSECODE


THEORY

1 Elective - V 3 0 0 3

2 Elective VI 3 0 0 3

3 Elective VII 3 0 0 3

PRACTICALS

4 13SE351 Project Work (Phase I) 0 0 12 6

5 13SE352 Practical Training (4 Weeks) * 0 0 0 1

TOTAL 9 0 12 16


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VI SEMESTER

Sl.No.

COURSECODE


PRACTICAL1 13SE451 Project Work (Phase II) 0 0 24 12

TOTAL 0 0 24 12

Total No. of Credits: 72

ELECTIVES FOR M.E.STRUCTURAL ENGINEERING (Part - Time)Sl.No.

COURSECODE


1 13SE401 Matrix Methods of Structural Analysis 3 0 0 3

2 13SE402 Advanced Concrete Technology 3 0 0 3

3 13SE403 Sub Structure Design 3 0 0 3

4 13SE404 Experimental Techniques and

Instrumentation

3 0 0 3

5 13SE405 Smart Structures 3 0 0 3

6 13SE406 Design of Prefabricated Structures 3 0 0 3

7 13SE407 Theory of Plates 3 0 0 3

8 13SE408 Design of Steel Concrete CompositeStructures

3 0 0 3

9 13SE409 Maintenance and Rehabilitation of

Structures

3 0 0 3

10 13SE410 Computer Aided Analysis and Design ofStructures

3 0 0 3

11 13SE411 Design of Industrial Structures 3 0 0 3

12 13SE412 Design of Bridges 3 0 0 3

13 13SE413 Stability of Structures 3 0 0 3

14 13SE414 Design of Tall Buildings 3 0 0 3

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Sl.No.

COURSECODE


15 13SE415 Construction Safety and Management 3 0 0 3

16 13SE416 Structures in Disaster Prone Areas 3 0 0 3

17 13SE417 Energy Efficient Structures 3 0 0 3

18 13SE418 Mechanics of Composite Materials 3 0 0 3

19 13SE419 Non-linear Analysis of Structures 3 0 0 3

20 13SE420 Design of Shell Structures 3 0 0 3

21 13SE421 Structural Optimization 3 0 0 3

22 13SE422 Power Plant Structures 3 0 0 3

23 13SE423 Cracks and Crack Control in ConcreteStructures

3 0 0 3

Syllabus

I SEMESTER

13MA171: APPLIED MATHEMATICS FOR STRUCTURAL

ENGINEERING

L T P C

3 1 0 4

Course Objectives:

To familiarize the students in the field of differential and elliptic equations to solve

boundary value problems associated with engineering applications.

To obtain solutions for buckling, dynamic response, heat and flow problems of one and two

dimensional conditions.

To find Eigen values by various methods.

To expose the students to various formulation and numerical integration techniques and

their applications.Course Outcomes:

Upon completion of the course, the student will be able

To apply the field of differential and elliptic equations to solve boundary value problems

associated with engineering applications.

To obtain the solutions for buckling, dynamic response, heat and flow problems of one and

two dimensional conditions using transforms.

To familiar with the methods for finding eigen values.

To apply the various formulation and numerical integration techniques in various fields.

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UNIT I WAVE AND HEAT EQUATIONS 9+3

Laplace transform methods for one-dimensional wave equation Displacements in a long string

longitudinal vibration of an elastic bar Two dimensional wave equations - Fourier transform

methods for one dimensional heat conduction problems in infinite and semi-infinite rods.

UNIT II ELLIPTIC EQUATION 9+3Laplace equation Properties of harmonic functions Solution of Laplaces equation by means of

Fourier transforms in a half plane, in an infinite strip and in a semi-infinite strip Solution of

Poisson equation by Fourier transforms method Two dimensional heat flow equations in transient

state.

UNIT III CALCULUS OF VARIATIONS 9+3

Concept of variation and its properties Eulers equation Functionals dependent on first and

higher order derivatives Functionals dependent on functions of several independent variables

Variational problems with moving boundaries Direct methods Ritz method - Kantorovich

method.UNIT IV EIGEN VALUE PROBLEMS 9+3

Method of solutions - Faddeev Leverrier Method - Power Method with deflation for both

symmetric and unsymmetric matrices approximate methods - Rayleigh Ritz Method.

UNIT V NUMERICAL INTEGRATION 9+3

Gaussian Quadrature One and Two Dimensions Gauss Hermite Quadrature Monte Carlo

Method Multiple Integration by using mapping function.

TOTAL: 60 PERIODS

REFERENCE BOOKS:

1. Sankara Rao, K., Introduction to Partial Differential Equations, Prentice Hall of India Pvt.Ltd., New Delhi, 1997.

2. Andrews, L.C. and Shivamoggi, B.K., Integral Transforms for Engineers, Prentice Hall of

India Pvt. Ltd., New Delhi, 2003.

3. Haberman, Richard, Elementary Applied Partial Differential Equations, Prentice Hall

International., INC, 1998.

4. Gupta, A.S., Calculus of Variations with Applications, Prentice Hall of India Pvt. Ltd., New

Delhi, 1997.

5. Rajasekaran.S , Numerical Methods in Science and Engineering A Practical Approach,

A.H.Wheeler and Company Private Limited, 1986.

13SE101: STRUCTURAL DYNAMICS L T P C

3 1 0 4

Course Objectives:

The purpose of this course is to provide the student with an understanding of the

response of structural systems to time-varying dynamic loads and displacements.

To learn the behaviour and response of linear and nonlinear Two degree of freedom

structures with various dynamic loading, analysis with viscous dampers.

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To study the behaviour and response of MDOF structures with various dynamic loading.

To find the behaviour of structures subjected to dynamic loads such as wind, earthquake

and blast loads.

To study the different Dynamic analysis procedures for calculating the response of

structures.

Course Outcomes:

Able to understand the response of structural systems to dynamic loads and

displacements.

Realize the behaviour and response of linear and nonlinear SDOF and MDOF structures

with various dynamic loading.

Understand the behaviour and response of MDOF structures with various dynamic

loading.

Possess the ability to find out suitable solution for continuous system.

Able to understand the behaviour of structures subjected to dynamic loads such as wind,

earthquake and blast loads.

UNIT I PRINCIPLES OF DYNAMICS 12

Vibration and its importance to structural engineering problems Elements of vibratory systems

and simple harmonic motion generalized mass - DAlemberts principle Mathematical modelling

of dynamic systems- - Degree of freedom equation of motion for S.D.O.F - damped and

undamped free vibrations Undamped forced vibration critical damping- response to harmonic

excitation damped or undamped evaluation of damping resonance band width method to

evaluate damping force transmitted to foundation vibration isolation

UNIT II TWO DEGREE OF FREEDOM SYSTEMS 9+3

Equations of Motion of Two degree of freedom systems-damped and undamped free vibrations

Undamped forced vibration- normal modes of vibration-applications.

UNIT III DYNAMIC ANALYSIS OF MDOF 9+3

Multidegree of freedom system- undamped free vibrations-orthogonality Relationship-

approximate methods-Holzer -Rayleigh - Rayleigh-Ritz- Mode superposition technique-numerical

integration procedure- Central Difference Newmarks method.

UNIT IV DYNAMIC ANALYSIS OF CONTINUOUS SYSTEMS 9+3

Free and forced vibration of continuous systems- axial vibration of a beam- flexural vibration of a

beam- Rayleigh Ritz method Formulation using Conservation of Energy Formulation using

Virtual Work.

UNIT V PRACTICAL APPLICATIONS 9+3

Idealisation and formulation of mathematical models for wind, earthquake, blast and impact

loading-principles of analysis-linear and non-linear

TOTAL (L:45+T:15) : 60 PERIODS

REFERENCE BOOKS:

1. Anil K.Chopra, Dynamics of Structures, Pearson Education, 2001

2. Mario Paz, Structural Dynamics: Theory and Computation, Kluwer Academic Publication,

2004

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3. Craig .R.R, Structural Dynamics - An Introduction to Computer methods, John Wiley &

Sons, 1989

4. Manickaselvam,V.K., Elementary Structural Dynamics, Dhanpat Rai & Sons, 20015. Leonard Meirovitch, Elements of Vibration Analysis, McGraw Hill, 1986

6. Clough,R.W., and Penzien, Dynamics of Structures , McGraw Hill Book Co., 1986

7. Madhujit Mukhopadhyay Structural Dynamics Vibrations and Systems, Ane Books India

Publishers,2006.

13SE102: THEORY OF ELASTICITY AND PLASTICITY L T P C

3 0 0 3

Course Objectives:

To study the classical theory of linear elasticity for two and three dimensional state of

stress

To obtain solutions for selected problems in rectangular and polar coordinates as well astorsion of prismatic bars

To introduce the energy principles and energy method of solution of solid continuum

mechanics.

Knowledge on torsion of non-circular sections and thin walled sections

To understand the plastic stress strain relations, criteria of yielding and elasto- plastic

problems

Course Outcomes:

At the end of this course, the students will be able to

analyse the stresses and strainsdetermine the solution of elasticity problems

to analyse the beams and columns using energy methods and

analyse torsion of non-circular sections and thin walled sections

Solve problems of plasticity.

UNIT I ELASTICITY 9

Analysis of stress and strain, Equilibrium equations - Compatibility equations stress strain

relationship. Generalized Hookes law.

UNIT II FORMULATION AND SOLUTION OF ELASTICITY PROBLEMS 9

Methods of formulation of elasticity problems, methods of solution of elasticity problems, Planestress and plane strain - Simple two dimensional problems in Cartesian and polar co-ordinates.

UNIT III ENERGY METHODS 9

Numerical and Energy methods - Castiglianos theorem - Principle of Virtual work - Principle of

stationary potential energy - Principle of least work - Rayleighs method - Rayleigh-Ritz method-

Finite difference method - Simple applications.

UNIT IV TORSION 9

Introduction, general solution of torsion problems, boundary conditions, stress function method,

Torsion of non- circular sections, Prandtls membrane analogy, torsions of thin walled open and

closed sections and thin walled multiple cell closed sections.

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UNIT V INTRODUCTION TO PLASTICITY 9

Physical assumptions criterion of yielding, plastic stress and strain relationship. Elastic plastic

problems in bending torsion and thick cylinder.

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Timeshenko.S.P and Goodier.J.N, Theory of Elasticity - McGraw Hill International edition,

1970.

2. Mendelson, Plasticity: Theory and Application A McMillan and co, NewYork 1968.

3. Sadhu Singh, Theory of plasticity, Khanna publishers, 2005.

4. Sadhu Singh, Applied stress analysis, Khanna publishers, 1983.

5. Hill.R, Mathematical theory of plasticity - Oxford Publishers 1967

6. Sadhu Singh, Theory of Elasticity and metal forming processes, Khanna publishers,2005

7. Chakrabarthy, Theory of plasticity, Mc Graw Hill Co., 1988

13SE103 : ADVANCED CONCRETE DESIGN L T P C

3 0 0 3

Course Objectives:

To simplify a standard reinforced concrete building into a number of manageable idealized

substructures, structural elements and to construct their load paths.

To interpret ultimate and serviceability limit state approaches in current structural design

philosophy

To understand the concept of lower bound and upper bound theories of plasticity.

To estimate primary design loads on structural elements such as beams and columnsconsulting appropriate standards and handbooks.

Combine primary design load cases as per design standards to find critical load

combination that governs design.

To model building structure and analyze structural elements for design actions such as

design bending moment, design shear force and deflections.

Course Outcomes:

The student should be able to:

Understand and analyze the behaviour of reinforced concrete subjected to flexure, shear

and axial loading.

Students shall be able to Identify underlying plastic concepts in modern concrete design

methods

Undertake the design of reinforced concrete beams, slabs and columns in accordance to

IS code.

Understand the concept of reinforced concrete design at serviceability and ultimate limit

states.

Produce design calculations and drawings in appropriate professional formats.

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UNIT I OVERALL REVIEW 9

Review of limit state design of beams, slabs and columns according to IS code - Serviceability

limit states - deflection and cracking - Calculation of deflection and crack width according to IS

Code

UNIT II DESIGN OF SPECIAL RC ELEMENTS 9

Design of slender columns - Design of RC walls - Strut and tie method of analysis for corbels and

deep beams, Design of corbels, Deep-beams and grid floors.

UNIT III FLAT SLABS AND YIELD LINE THEORY 9

Design of Column-Supported Slabs (with/without Beams) under Gravity Loads - Direct Design

Method - Equivalent Frame Method - Shear in Column-Supported Two-Way Slabs - Design of

spandrel beams - Yield line theory and Hillerborgs strip method of design of slabs.

UNIT IV PLASTIC DESIGN 9

Limit Analysis - Moment Redistribution - Code Recommendations for Moment Redistribution -

Baker's method of plastic design - Design of cast-in-situ joints in frames.

UNIT V DETAILING AND FIELD PRACTICE 9

Detailing for ductility - Measures of Ductility - Flexural Yielding in Frames and Walls - Flexural

Members in Ductile Frames - Columns and Frame Members Subject to Bending and Axial Load -

Joints in Ductile Frames - Shear Walls - Fire resistance of structural members Code

Requirements - Quality Control of Concrete

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Unnikrishna Pillai and Dev das Menon Reinforced concrete Design, Tata McGraw Hill

Publishers Company Ltd., New Delhi, 2006.

2. Varghese, P.C., Limit State Design of Reinforced Concrete, Prentice Hall of India, 2007.

3. Varghese, P.C, Advanced Reinforced Concrete Design, Prentice Hal l of India, 2005.

4. Dr.B.C.Punmia, Ashok kumar jain, Arun Kumar Jain, Limit state design of Reinforced

Concrete, Laxmi Publicatiions (P) Ltd, New Delhi, 2007.

5. Purushothaman, P, Reinforced Concrete Structural Elements: Behaviour Analysis and

Design, Tata McGraw Hill, 19866. Sinha.N.C. and Roy S.K., Fundamentals of Reinforced Concrete, S.Chand and Company

Limited, New Delhi, 2003.

CODE BOOKS :

1. IS:13920-1993 - Ductile detailing of reinforced concrete structures subjected to seismic

forces Code of Practice

2. IS:456-2000 - Indian Standard Code of Practice for Plain and Reinforced Concrete.

3. SP16-Design Aid for RC to IS456-1978

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13SE151 : ADVANCED STRUCTURAL ENGINEERING LABORATORY L T P C

0 0 3 2

Course Objectives:

Students work in teams to perform advanced laboratory experiments that emphasize the

structure-property relationship, statistical analysis, and technical manuscript preparation.

Course Outcomes:

Able to understand the behavior of reinforced concrete and steel beam for strength and

deflection. Understand the dynamic behavior of cantilever steel beam and also able to

understand the strength and quality of concrete

LIST OF EXPERIMENTS :

1. Fabrication, casting and testing of simply supported reinforced concrete beam for strength

and deflection behaviour.

2. Testing of simply supported steel beam for strength and deflection behaviour.

3. Fabrication, casting and testing of reinforced concrete column subjected to concentric and

eccentric loading.

4. Dynamic testing of cantilever steel beam

a. To determine the damping coefficients from free vibrations.

b. To evaluate the mode shapes.

5. Static cyclic testing of single bay two storied steel frames and evaluate

a. Drift of the frame.

b. Stiffness of the frame.

c. Energy dissipation capacity of the frame.

6. Determination of in-situ strength and quality of concrete using

a. rebound hammer and

b. Ultrasonic Pulse Velocity Tester

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Dally J W, and Riley W F, Experimental Stress Analysis, McGraw -Hill Inc. New York, 1991.

II SEMESTER

13SE201 ADVANCED STRUCTURAL STEEL DESIGN L T P C 3 0 0 3

Course Objectives:

To study and design the components of industrial buildings such as purlins, girts, rafter,tie runner, side runner, Eaves strut ,truss members and Vierendeel girder.To study various connections (welded and riveted) , seated connections (Unstiffened andStiffened connections) and to design them.To focus on the study and design of various steel towers and steel chimneys.To study the plastic analysis of steel structures.To study the design concepts and design Light gauge steel structures.

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Course Outcomes:

The student gets exposed to various industrial steel buildings and components such as

purlins, girts, tie runner, side runner and vierendeel girder.

The student will also gain knowledge of designing different types of steel connections and

joints.

The student will have an exposure to design of steel tower and chimneys.

The plastic analysis enables the students to design for plasticity.

Finally the student will also gain the knowledge of designing light gauge steel structures.

UNIT I GENERAL 9

Industrial Building Selection of Bay width - Structural Framing Knee Bracing of Columns

Methods to reduce Bending moment in Columns Unbraced frames Design of Purlins , Girts,

rafter, tie runner, side runner , Eaves Strut and Truss members Design of Vierendeel Girder.

UNIT II DESIGN OF CONNECTIONS 9Types of Connections Welded and Riveted Throat and Root stresses in Fillet welds Seated

Connections Unstiffened and stiffened Seated Connections Moment Resistant Connections

Clip Angle Connections Split Beam Connections Framed Connections.

UNIT III STEEL TOWERS AND CHIMNEYS 9

Analysis and Design of Microwave /Transmission Line Towers Types of Bracing patterns Sag

and Tension Calculations. Design of Self Supporting Chimney Design of Base Plates,

Foundations and Anchor Bolts and Guyed Steel Chimney Guy Ropes Stresses due to wind -

Along wind Load Calculation .

UNIT IV PLASTIC ANALYSIS OF STRUCTURES 9Introduction, Shape Factor, Moment Redistribution, Combined Mechanisms, Analysis of Portal

frames, Effect of Axial Force Effect of shear force on plastic moment, Connections

Requirement Moment Resisting Connections. Design of Straight Corner Connections Haunched

Connections Design of Continuous beams.

UNIT V DESIGN OF LIGHT GAUGE STEEL STRUCTURES 9

Cold formed Light Gauge Section Type of Cross Sections, Stiffened, Multiple Stiffened and

Unstiffened Element , Flat Width Ratio, Effective Design Width, Design of Light Gauge

Compression member Effective width for load and deflection determination, Design of Tension

Members Design of Flexural Members Shear Lag Flange Curling.TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Subramanian .N, Design of Steel Structures, Oxford University Press, 2008.

2. Dayarathnam.P, Design of Steel Structures, A.H.Wheeler, India, 2007.

3. John E. Lothers, Design in structural steel, Prentice Hall of India, New Delhi 1990.

4. Lynn S. Beedle, Plastic Design of Steel Frames, John Wiley and Sons, New York 1990.

Wie Wen Yu, Design of Cold Formed Steel Structures , Mc GrawHIll Book Company,

New York, 1996.

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CODE BOOKS :

1. IS:800-2007 - Indian Standard Code of Practice for general construction in steel (Limit

State)

2. IS:875 (Part I to V) - Code of Practice for Design loads

3. IS:801-1975 - Code of practice for use of cold formed light gauge steel structural

members in general building construction.

4. IS:811-1987 - Cold formed light gauge structural steel sections

5. IS:6533-1989 (Part I & II) - Code of Practice for Design and Construction of Steel

Chimney

6. IS:802-1977 - Code of Practice for use of structural steel in Overhead Transmission Line

Towers

7. SP:6 - Handbook on Structural Steel Section

13SE202 : EARTHQUAKE ANALYSIS AND DESIGN OF STRUCTURES L T P C

3 0 0 3

Course Objectives:

To make the students to understand the concepts of Engineering seismology

To analyse building for earthquake forces and introduce design concepts

To explain the design guidelines for earthquake resistant masonry and earthen

buildings

To analyse rigid frames and shear wall for earthquake loading

To have knowledge on vibration control techniques

Course Outcomes: At the end of the course the students will be able to

Describe ground motion and its relationship to seismic design of structures.

Calculate earthquake induced lateral force on the structure.

Include earthquake resistant features in masonry buildings.

Apply the Basic Principles of Conceptual Design for Earthquake resistant RC

Buildings and carry out the detailed design of Earthquake resistant RC Buildings.

Adopt vibration control methods for buildings located in earthquake zone.

UNIT I EARTHQUAKE GROUND MOTION 9

Engineering Seismology, Elastic rebound theory, plate tectonic theory, Seismic waves.Earthquake size, measurement of earthquakes, Strong ground motions, Tsunami. Seismic zoning

map of India Information on some disastrous earthquakes.

UNIT II EARTHQUAKE ANALYSIS AND DESIGN CONCEPTS 9

Response spectra, introduction to methods of seismic analysis Equivalent static analysis IS

1893 provisions response spectrum method time history method push over analysis -

mathematical modeling of multistorey RC Building. Design methodology architectural

consideration, geotechnical consideration, structural design consideration- capacity design-

techniques of aseismic design.
http://www.globalshiksha.com/engineering/search/http://www.globalshiksha.com/engineering/search/

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UNIT III EARTHQUAKE DESIGN OF MASONRY BUILDINGS 9

Guidelines for earthquake resistant earthen buildings and Masonry Buildings - Design

considerations.

UNIT IV EARTHQUAKE DESIGN OF RC STRUCTURES 9

Earthquake Resistant Design of R.C.C. Buildings - Material properties - Lateral load analysis -

Design and detailing Rigid Frames Shear wall Coupled Shear wall

UNIT V SPECIAL TOPICS 9

Liquefaction, Vibration Control - Tuned Mass Dampers Principles and application, Basic Concept

of Seismic Base Isolation various Systems- Case Studies

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Chopra A K, Dynamics of Structures - Theory and Applications to Earthquake Engineering,

Prentice- Hall of India Pvt. Ltd., New Delhi, 2002.

2. Pankaj Agarwal and Manish Shrikhande, Earthquake Resistant Design of Structures,

Prentice Hall of India Pvt. Ltd., NewDelhi 110 001, 2006.

3. Clough R W and Penzien J, Dynamics of Structures, McGraw Hill, INC, 1993.

4. Taranath B S, Wind and Earthquake Resistant Buildings - structural Analysis & Design,

Marcell Decker, NewYork, 2005.

5. Chen WF & Scawthorn, Earthquake Engineering Hand book,CRC Press, 2003.

6. S.K.Duggal, Earthquake Resistant Design of Structures, Oxford University Press, 2007

7. Norman B Green, Earthquake Resistant Building Design and Construction, Elsevier

Science Publishing Co. Inc., New York, 1987.

CODE BOOKS:

1. IS:13920-1993 - Ductile detailing of reinforced concrete structures subjected to seismic

forces Code of Practice

2. IS:1893 (Part I) 2002 - Indian Standard Criteria for Earthquake Design of Structures

General Provisions and Buildings

3. IS:4326 1993 - Earthquake Resistant Design and Construction of Buildings - Code of

Practice

4. IS:13827-1993 - Improving Earthquake Resistance of Earthen Buildings Guidelines

5. IS:13828 1993 - Improving Earthquake Resistance of Low Strength Masonry Buildings

- Guidelines.

13SE203 : DESIGN OF PRE-STRESSED CONCRETE STRUCTURES L T P C

3 0 0 3

Course Objectives:

Analysis of deflection for the types and systems of prestressing using the principles ofprestressing.

Design the flexural members for shear, bond and torsion and design the end blocks.

Analysis and Design the continuous beams using the concept of linear transformation and

cable profile.

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Design the tension and compression members and their application in design of pipes,water tanks, piles and flag mast.

Analysis and design of composite section and their application in design of prestressedconcrete bridges.

Course Outcomes:

At the end of the course, the students will be able to

Explain the principle, types and systems of prestressing and analyse the deflections.

Determine the flexural strength and design the flexural members, end blocks.

Analyse the statically indeterminate structures and design the continuous beam.

Design the tension and compression members and apply it for design of piles.

Analyse the stress, deflections, flexural and shear strength and apply it for the design of

bridges.

UNIT I PRINCIPLES OF PRESTRESSING 9

Principles of Prestressing - types and systems of prestressing, need for High Strength materials,

Analysis methods, losses, deflection (short-long term), camber, cable layouts.

UNIT II DESIGN OF FLEXURAL MEMBERS 9

Behaviour of flexural members, determination of ultimate flexural strength Codal provisions -

Design of flexural members, Design for shear, bond and torsion. Design of end blocks.

UNIT III DESIGN OF CONTINUOUS BEAMS 9

Analysis and design of continuous beams - Methods of achieving continuity concept of linear

transformations, concordant cable profile and gap cables

UNIT IV DESIGN OF TENSION AND COMPRESSION MEMBERS 9

Design of tension members - application in the design of prestressed pipes and prestressed

concrete cylindrical water tanks - Design of compression members with and without flexure - its

application in the design piles, flagmasts and similar structures.

UNIT V DESIGN OF PRESTRESSED CONCRETE BRIDGES 9

Composite Beams - Analysis and Design-Composite Sections - ultimate strength Application in

prestressed concrete bridges- Design of pre-tensioned and post tensioned girder bridges. Partial

prestressing - its advantages and applications.

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Krishna Raju, Prestressed Concrete, Tata McGraw Hill Publishing Co,2000.

2. Sinha.N.C.and.Roy.S.K , Fundamentals of Prestressed Concrete, S.Chand and Co., 1998.

3. Lin.T.Y., Design of Prestressed Concrete Structures, John Wiley and Sons Inc,1981.

4. Evans, R.H. and Bennett, E.W., Prestressed Concrete, Champman and Hall, London,

1958.

5. Rajagopalan.N, Prestressed Concrete, Narosa Publications, New Delhi, 2008

CODE BOOKS :

1. IS456 2000 - IS Code of Practice for Plain and Reinforced Concrete

2. IS1343 1980 IS Code of Practice for Prestressed Concrete

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3. IS1678 1998 Specification for Prestressed Concrete Pole for Overhead Power Traction

and Telecommunication lines.

4. IRC:6-2010 Standard Specifications and Code of Practice for Road Bridges, Section II

Loads and Stresses (Fifth Revision)

5. IRC:18-2000 Design Criteria for Prestressed Concrete Road Bridges(Post-Tensioned

Concrete) (3 rd Revision)

6. IRS Indian Railway Standard Specifications

7. IRS_Bridge_Rule_CS_40, CS_41 & CS_42

8. BS8110 1985 Code of Practice for Design and Construction

9. IS784 2001 IS Specification for Prestressed Concrete Pipes

10. IS3370 1999 - Part III - IS Code of Practice for Concrete Structures for the storage of

liquids

11. IS875 1987 IS Code of Practice for Design loads

13SE204 : FINITE ELEMENT METHOD L T P C

` 3 1 0 4

Course Objectives:

Equip the students with the Finite Element Analysis fundamentals.

Enable the students to formulate the design problems into FEA.

Enable the students to perform engineering simulations using Finite Element Analysis

software (ANSYS).

Enable the students to understand the ethical issues related to the utilization of FEA in

the industry.Enable the students to understand the CAD interfaces, joints and connections, non-linear

behavior, optimization and analysis to code

Course Outcomes:

Students shall be able to develop finite element formulations of 1 degree of freedomproblems and solve them

Students shall be able to use finite element analysis programs based upon either p -method or h -method finite element mathematical formulations

Students shall be able to use ansys software to perform stress, thermal and modal

analysis

Students shall be able to compute the stiffness values of noded elements.

Students shall be able to Perform modal analysis to determine its natural frequencies,and analyze harmonically-forced vibrations.

UNIT I FORMULATION OF BOUNDARY VALUES 9+3

Basic steps in finite element anlaysis - Boundary Value Problems Approximate Solutions

Variational and Weighed Residual Methods Ritz and Galerkin Formulations Concept of

Piecewise Approximation and Finite Element Displacement and Shape Functions Weak

Formulation Minimum Potential Energy Generation of Stiffness Matrix and Load Vector

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UNIT II STRESS ANALYSIS 9+3

Two Dimensional problems Plane Stress, Plane Strain and Axisymmetric Problems Triangular

and rectangular Elements Natural Coordinates Computation of stiffness matrix for

Isoparametric elements - Numerical Integration (Gauss quadrature) Brick Elements

Elements for Fracture Analysis Introduction to Plate Bending and Shell Elements

UNIT III MESHING AND SOLUTION 9+3

Higher Order Elements p and h Methods of Mesh Refinement ill conditioned Elements

Discretisation Errors Auto and Adaptive Mesh Generation Techniques - Error Evaluation

UNIT IV DYNAMIC ANALYSIS 9+3

Introduction vibrational problems equations of motion based on weak form longitudinal

vibration of bars transverse vibration of beams consistent mass matrices element equations

solution of eigenvalue problems vector iteration methods normal modes transient

vibrations modeling of damping direct integration methods

UNIT V PLATE AND SHELL ELEMENTS 9+3

Formation of stiffness matrix for plate bending elements of triangular and quadrilateral Elements,

Concept of four node & eight node isoparametric elements, cylindrical thin shell elements.

TOTAL (L:45+T:15) : 60 PERIODS

REFERENCE BOOKS:

1. S. S. Bhavikatti, Finite Element Analysis, New Age Publishers, 2007.

2. C. S. Krishnamoorthy, Finite Element Analysis: Theory and Programming, Tata McGraw -

Hill, 1995

3. David Hutton, Fundamentals of Finite Element Analysis, Tata McGraw Hill Publishing

Company Limited, New Delhi, 2005.4. Bathe, K.J., Finite Element Procedures in Engineering Analysis, Prentice Hall Inc., 1996.

5. Zienkiewicz, O.C. and Taylor, R.L., The Finite Element Method, Mc Graw Hill, 1987.

6. Chandrupatla, R.T. and Belegundu, A.D., Introduction to Finite Elements in Engineering,

Prentice Hall of India, 1997.

7. Moaveni, S., Finite Element Analysis Theory and Application with ANSYS, Prentice Hall

Inc., 1999

13SE251: COMPUTER AIDED ANALYSIS AND DESIGN LABORATORY L T P C ` 0 0 3 2

Course Objectives:

The general objectives of the course are to enable the students to:

Model the 3 D geometric information of the structures

Understand the basic analytical fundamentals that are used to create and manipulate

geometric models in a computer program,

Analyse the pin jointed and rigid jointed frames.

Create and design various civil engineering structures.

Simulate, model and analyse composite structural elements.

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Course Outcomes:

On completion of the lab, the student will be proficient in using analysis and design

package for designing structural elements and structures. Also the student will be

efficient in using drafting packages.

More over the student will be able to simulate, model and analyse trusses, Steel

beams, RC beams and columns using FEA package

ANALYSIS AND DESIGN PACKAGE

1. Analysis of 2D Truss

2. Analysis of 2D and 3D Rigid Frames

3. Analysis of 3D pin jointed frames

4. Structural Design of the following and drafting.

R.C. Beams

R.C. Slabs

R.C. Columns and Footings

Design of circular water tanks

FINITE ELEMENT ANALYSIS PACKAGE

1. Three dimensional stress analysis.

2. Simulation of I, Channel and Z sections.

3. Eigen Value Buckling Analysis

4. Non Linear Buckling Analysis

5. Simulation and analysis of R.C Beam.

6. Simulation and analysis of R.C. Column.

7. Buckling Analysis of Concrete Filled Steel Tubular columns.

REFERENCE BOOKS:1. Analysis Package.

2. Finite Element Analysis Package

13SE401: MATRIX METHODS OF STRUCTURAL ANALYSIS L T P C 3 0 0 3

Course Objectives:

The Objective is to gain knowledge about the

Fundamental concepts of flexibility and stiffness matrices for the single and two

coordinate system.

Indeterminate structures and transformation of stiffness and flexibility matrices from

system coordinate to element coordinate

Flexibility method and its application to pin jointed plane truss, continuous beams, frames

and grids.

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Methods of developing the stiffness matrix and their application to two & three

dimensional pin- jointed trusses.

Stiffness and flexibility for analysing the substructure & iteration methods for frame.

For the theory and computer implementation of the matrix methods to the Structural

Analysis of the components of the structure

Course Outcomes:


Understand the basic concept of flexibility & stiffness, principle of superposition and

methods of structural analysis.

Ability to transform the unknown from system coordinates to element coordinates.

Identify the degree of freedom and ability to formulate flexibility matrix of components of

structure.

Formulate the stiffness matrix and apply to 2D & 3D structure.

Analyse the frame through the iteration methods.

UNIT I FUNDAMENTAL CONCEPTS- STIFFNESS AND FLEXIBILITY 9

Introduction-Force and displacement measurement Generalized or Independent measurement

Constrained or Dependent measurements Behaviour of structures Principle of superposition

Methods of Structural analysis. Introduction structure with single coordinate Two coordinates

Flexibility and stiffness matrices in n coordinates Examples, symmetric nature of matrices

Stiffness and flexibility matrices in constrained measurements Stiffness and flexibility of systems

and elements Computing displacements and forces from virtual work computing stiffness and

flexibility coefficients.

UNIT II ENERGY CONCEPTS & TRANSFORMATION IN STRUCTURES 9

Strain energy in terms of stiffness & flexibility matrices Properties of stiffness and flexibility

matrices interpretation of coefficients Bettis law (forces not at the coordinates) - other energy

theorems using matrix notations. Determinate- Indeterminate structures Transformation of

system forces to element forces Element flexibility to system flexibility - System displacement

to element displacement Element stiffness to system stiffness Transformation of forces and

displacements in general Stiffness and flexibility in general - Normal coordinates and orthogonal

transformation Principle of contragradience.

UNIT III FLEXIBILITY METHOD 9

Statically determinate structures Indeterminate structures Choice of redundant leading to ill

and well-conditioned matrices Automatic choice of redundant- Rank technique Transformation

to one set of redundant to another Internal forces due to thermal expansion and lack of fit

Reducing the size of flexibility matrix Application to pin jointed plane truss continuous beams

Frames Grids.

UNIT IV STIFFNESS METHOD 9

Introduction Development of the stiffness method Stiffness matrix for structures with zero

force at some coordinates- Analogy between flexibility and stiffness lack of fit Stiffness matrix

with rigid motions Application of stiffness approach to pin jointed plane & space trusses

Continuous beams Frames Grids Space frames introduction only Static condensation

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technique- Choice of method Stiffness or flexibility Direct stiffness approach Application to

two & three dimensional pin- jointed trusses.

UNIT V ANALYSIS BY SUBSTRUCTURES &ITERATION 9

Analysis by substructures using the stiffness & the flexibility method with tridiagonalisation.

Iteration method for frames with non-prismatic members Iteration method applied to rigidly

connected members Computer program for the analysis of rigidly connected beams Efficiency

of the iteration method.

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Rubinstein, FM, Matrix Computer methods of Structural Analysis, Prentice Hall, 1966

2. William Weaver JR. and James M. Gere, Matrix Analysis of framed structures, CBS

Publishers and Distributers,1986.

3. ManickaSelvam V.K, Elements of Matrix Stability Analysis of structures, Khanna

Publishers, 2006.

4. Pandit G.S, Gupta S.P, Structural Analysis-A matrix Approch, Tata McGraw Hill Publishing

Company Ltd, 2008 .

13SE402 : ADVANCED CONCRETE TECHNOLOGY L T P C

` 3 0 0 3

Course Objectives:

To study the properties of concrete making materials such as cement, aggregates

and admixtures

To study the properties and tests on fresh and hardened concreteTo acquire the practical knowledge on mix design principles, concepts and methods

To get an adequate knowledge about the special concretes and their applications

in the diverse construction field

To study the concrete manufacturing processes, concreting methods and different

special formworks

Course Outcomes:


1. Execute and test the concrete made with cement, aggregates and admixtures.

2. Describe the properties and durability of fresh and hardened concrete.3. Execute mix proportioning of concrete & describe how the strength of concrete can be

modified by changing the proportions.

4. Use suitable concrete for different structures considering the prevailing weathering

conditions.

5. Decide the correct concreting methods in the field depending upon the requirement

and site conditions

UNIT I MATERIALS FOR CONCRETE 9

Cement - manufacturing - types & grades of cement chemical composition hydration of

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cement & micro structure of hydrated cement - testing of cement special cements;

Aggregates - classifications IS specifications - properties - grading & specified grading -

methods of combining aggregates testing of aggregates; Water physical & chemical

properties; Admixtures - chemical& mineral admixtures mineral additives.

UNIT II PROPERTIES OF CONCRETE 9

Properties of fresh concrete workability segregation bleeding laitance; Tests on

fresh concrete properties & tests on hardened concrete Structural properties strength -

factors affecting the strength of concrete - maturity of concrete - modulus of elasticity -creep-

shrinkage - factors affecting creep and shrinkage of concrete microstructure of concrete -

micro cracking - testing of existing and aged structures using NDT; Variability of strength in

concrete - durability of concrete chemical attack on concrete.

UNIT III CONCRETE MIXDESIGNS 9

Principles of mix design - methods of concrete mix design - factors influencing mix proportions -

I.S, ACI and British methods of mix design statistical quality control sampling and acceptance

criteria.

UNIT IV SPECIALCONCRETES 9

Light weight concrete and types fly ash concrete fibre reinforced concrete types &

applications - sulphur concrete - sulphur impregnated concrete - polymer concrete & its types -

super plasticized and hyper plasticized concretes - epoxy resins and screeds -properties - their

applications in rehabilitation works; High performance concrete - high performance fibre

reinforced concrete - roller compacted concrete - self-compacting concrete and its applications -

bacterial concrete recycled aggregate concrete - smart concrete ferro cement and its

applications.

UNIT V CONCRETINGMETHODS 9

Concrete manufacturing process - stages of manufacturing - transportation, placing and curing

methods - extreme weather concreting-special concreting methods - vacuum dewatering -

underwater concreting - special form work types.

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. A.R.Santhakumar, Concrete Technology , Oxford University Press

India,2006.

2. A. M. Neville, Properties of Concret e, Prentice Hall,5 th Edition 2012.

3. M.S. Shetty, Concrete Technolog y: Theory and Practice, S.Chand and

Company Ltd., Delhi, 2005.

4. RudhaniG ., LightWeightConcret e, AcademicKiadoPublishingHomeofHungari

anAcademyofSciences,1963.

5. Pierre- Claude Aitcin, High Performance Concrete, Taylor & Francis 2011.

6. Mary KrumboltzHurd, Formwork for Concrete, American Concrete

Institute, 2005.

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CODE BOOKS:

1. IS:10262- 2009, Indian Standard CONCRETE MIX PROPORTIONING GUIDE LINES

(First Revision)

2. IS:456-2000, Plain and Reinforced Concrete code of practice (4 th Edition)

3. Charts from ACI 211.1-91 1991 - American Standard Practice for selecting proportions

for normal, heavyweight and mass concrete, ACI Committee 211.

4. Charts from DOE 1988 Teychenn, D C, Franklin, R E and Erntroy, H C. British Code of

Practice for Design of normal concrete mixes, Department of the Environment (DOE),UK,

HMSO, 1975 (1988).

13SE403: SUB STRUCTURE DESIGN L T P C

` 3 0 0 3

Course Objectives:

To assess the soil condition at a given location in order to suggest suitable foundation,

based upon bearing capacity.

To study the design of different type of shallow foundations like isolated, raft and

combined footing.

To familiarise with the design of pile foundation and pile caps.

To design well and caissons foundations.

To design various types of tower foundations.

Course Outcomes:

Students can attain the perception of site investigation to select suitable type of

foundation based on soil category.Student will be capable of ensuring design concepts of shallow foundation.

The student can be efficient in selecting suitable type of pile for different soil stratum and

in evaluation of group capacity by formulation

The student can design different types of well foundation.

The student can understand the design concepts for transmission line tower foundation

UNIT I Site Investigation, Selection Of Foundation And Bearing Capacity 9

Objectives Methods of exploration Depth of exploration Sample disturbance Factors

governing location and depth of foundation In situ testing of Soils Plate load test

Geophysical methods Selection of foundation Bearing capacity of shallow foundations byTerzaghis theory, Meyerhofs theory, and codal provisions Bearing capacity of footing subjected

to inclined and eccentric loading problems Types of shear failure General principles of

foundation design.

UNIT II Design Of Shallow Foundations 9

Types of shallow foundations General principles of design of reinforced concrete shallow

foundations Structural design of isolated and combined footing Structural design of rafts by

conventional method Principles of design of buoyancy raft and basement (no design problems).

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UNIT III Pile Foundation 9

Pile foundations Types General principles of design Estimation of load capacity of piles by

static and dynamic formulae Detailing of reinforcement as per IS 2911 - Design of pile caps

Settlement analysis of pile groups Negative skin friction Pile load tests.

UNIT IV Well and Caisson Foundations 9

Well and caisson foundations Structural elements of Caisson and Well foundations Elements of

well foundation Forces acting on Caisson and well foundations Design of individual

components of Caisson and well foundation(only forces acting and design principles) Sinking of

well Shifts and tilts in Well foundations Preventive measures.

UNIT V Foundations of Transmission Line Towers 9

Introduction, Necessary information, Forces on tower foundations, General design criteria, Choice

and type of foundation, Design procedure. Types of Foundations Design of foundation for

transmission towers.

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Winterkorn. H. F., and Fang, H. Y., Foundation Engineering Hand Book Van

Nostrard Reinhold -1976.

2. Tomlinson. M.J. and Boorman, R., Foundation design and construction, VI edition,

ELBS Longman, 1995.

3. Nayak. N.V., Foundation design manual for practicing engineers, DhanpatRai and

Sons, 1982.

4. Dr.K.R.Arora, Soil Mechanics & Foundation Engineering, Standard Publishers &

Distributors, 2005.

CODE BOOKS :

1. IS 2911 : Part 1 : Sec 1 : 1979 Code of practice for design and construction of pile

foundations: Part 1 Concrete piles, Section 1 Driven cast in-situ concrete piles


foundations: Part 1 Concrete piles, Section 2 Bored cast-in-situ piles


foundations: Part 1 Concrete piles, Section 3 Driven precast concrete piles.


foundations: Part 1 concrete piles, Section 4 Bored precast concrete piles.5. IS 2911 : Part 2 : 1980 Code of practice for designing and construction of pile

foundations: Part 2 Timber piles

6. IS 2911 : Part 3 : 1980 Code of practice for design and construction of pile

foundations: Part 3 Under reamed piles

7. IS 2911 : Part 4 : 1985 Code of practice for design and construction of pile

foundations: Part 4 Load test on piles

8. IS 6403 : 1981 Code of practice for determination of bearing capacity of shallow

foundations

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13SE404 : EXPERIMENTAL TECHNIQUES AND INSTRUMENTATION L T P C

` 3 0 0 3

Course Objectives:

To access the errors in measurement and learn the principles of measurement using

various electronic and physical testing machines.

To familiarise with vibrating measuring instruments and digital and electronic display

using different sensors.

To access the wind flow measurement and pressure measurement and scale different

models using direct model study and indirect model study.

To measure the distress in concrete structures using various electrical and electronic

machineries.

To test various civil engineering structures using Non Destructive Testing methodologies.

Course Outcomes:

After the completion of the course,

The students will be able to choose the methodology of measuring errors and strains andcalibrate the machineries and equipment used in the laboratory.

The student will be capable of using various vibration measuring instruments and analysethe structures using digital display unit.

The student will be able to scale the model using direct and indirect model analysis (Using

Buckingham PI Theorem).

The student will be familiar is measuring distress in the structures using various electronic

equipment.

The student will be able to perform advanced NDT methods in accessing the load testing

of structures.

UNIT I FORCES AND STRAIN MEASUREMENT 9Choice of Experimental stress analysis methods, Errors in measurements Strain gauge,

principle, types, performance and uses.- Hydraulic jacks and pressure gauges Electronic load

cells Proving Rings Calibration of Testing Machines Long-term monitoring vibrating wire

sensors Fibre optic sensors.

UNIT II VIBRATION MEASUREMENTS 9

Characteristics of Structural Vibrations Linear Variable Differential Transformer (LVDT)

Transducers for velocity and acceleration measurements. Vibration meter Seismographs

Vibration Analyzer Display and recording of signals Cathode Ray Oscilloscope XY Plotter

Chart Plotters Digital data Acquisition systems.UNIT III ACOUSTICS AND WIND FLOW MEASURES 9

Principles of Pressure and flow measurements pressure transducers sound level meter

venturimeter and flow meters wind tunnel and its use in structural analysis structural modeling

Direct Model Study and Indirect Model study.

UNIT IV DISTRESS MEASUREMENTS AND CONTROL 9

Diagnosis of distress in structures crack observation and measurements corrosion of

reinforcement in concrete Half cell, construction and use damage assessment controlled

blasting for demolition Techniques for residual stress measurements.

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UNIT V NON DESTRUCTIVE TESTING METHODS 9

Load testing on structures, buildings, bridges and towers Rebound Hammer acoustic emission

ultrasonic testing principles and application Holography use of laser for structural testing

Brittle coating, Advanced NDT methods Ultrasonic pulse echo, Impact echo, impulse radar

techniques, GECOR , Ground penetrating radar (GPR).

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Sadhu Sin gh, Experimental Stress Analysis, Khanna Publishers, New Delhi,1996

2. T.P. Ganesan , Model Analysis of Structures, Universities Press (India) Ltd 2000.

3. Dalley .J.W and Riley.W.F, Experimental Stress Analysis, McGraw Hill Book Company,

N.Y. 1991

4. .Srinath.L.S, Raghavan.M.R, ingaiah.K, Gargesha.G, Pant.B and Ramachandra.K,

Experimental Stress Analysis, Tata McGraw Hill Company,New Delhi, 1984

5. Sirohi.R.S., Radhakrishna.H.C, Mechanical Measurements, New Age International (P)

Ltd. 19976. Bray.D.E. and Stanl ey.R.K., Course Material on Non -destructive Evaluation,McGraw Hill

Publishing Company, New York.1989

13SE405 : SMART STRUCTURES L T P C

` 3 0 0 3

Course Objectives:

Upon completion of the course, the student should be able to:

Describes the basic principles and mechanisms of smart materials and devices.Demonstrate knowledge and understanding of the physical principles underlying the

behavior of smart materials.

Describe the basic principles and mechanisms of the stimuli-response for the most

important smart materials.

Demonstrate knowledge and understanding of the engineering principles in smart

sensors, actuators and transducer technology.

Propose improvement on the design, analysis, manufacturing and application issues

involved in integrating smart materials and devices.

Course Outcomes: Upon completion of this course, students will have demonstrated the ability to use

advanced problem solving skills; Apply analytical tools from a variety of their technical

courses; design simple intelligent structural systems and explain the basic principles of

biologically-inspired engineering

UNIT I PROPERTIES OF MATERIALS AND ER AND MR FLUIDS 9

Piezoelectric Materials and properties - Actuation of structural components - Shape Memory Alloys

- Constitutive modeling of the shape memory effect, vibration control - Embedded actuators -

Electrorheological and magnetorheological fluids - Mechanisms and Properties - Fiber Optics -

Fibre characteristics - Fiber optic strain sensors

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UNIT II VIBRATION ABSORBERS 9

Parallel damped vibration absorber - Gyroscopic vibration absorber - Active vibration, absorber -

Applications - Vibration Characteristics of mistuned systems - Analytical approach

UNIT III MEASURING TECHNIQUES 9

Strain Measuring Techniques using Electrical strain gauges - Types Resistance Capacitance

Inductance Wheatstone bridges Pressure transducers Load cells Temperature

Compensation Strain Rosettes.

UNIT IV CONTROL OF STRUCTURES 9

Control modeling of structures - Control strategies and limitations - Classification of control

systems: Classical control, Modern control, Optimal control and Digital control - Active structures

in practice.

UNIT V APPLICATIONS IN CIVIL ENGINEERING 9

Application of Shape Memory - Alloys in Bridges Concept of Smart Bridges Application of ER

Fluids - Application of MR Dampers in Different Structures Application of MR Dampers in Bridges

and High Rise Structures Structural Health Monitoring - Application of Optical Fibres - Concept

of Smart Concrete.

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Srinivasan, A.V., and Michael McFarland. D., Smart Structures Analysis and

Design,Cambridge University Press, 2001.

2. Brian Culshaw, Smart Structures and Materials, Artech House, Boston, 1996.

3. Gandhi, M.V and Thompson, B.S., Smart Materials and Structures, Chapman and

Hall,1992.4. Yoseph Bar Cohen, Smart Structures and Materials 2003, The International Society

forOptical Engineering 2003.

13SE406 : DESIGN OF PREFABRICATED STRUCTURES L T P C

` 3 0 0 3

Course Objectives:

To get introduced to the concepts of prefabrication, types and its systems.

To have a knowledge about the structural behaviour of prefabricated structures.

To obtain knowledge in design of cross section and the joints in structures.To have a detailed knowledge in designing and detailing of various prefabricated units.

To possess a comprehensive knowledge in design of structures subjected to earthquake.

Course Outcomes:

At the end of this course the student will able to

Understand the basic concepts of prefabrication and their needs in construction industry.

Knowing the behaviour of prefabricated structures.

Design the cross section and joints of prefabricated units

Exhibit their knowledge in designing and detailing of prefabrication units.

Design the structures for abnormal loads using the codal provisions.

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UNIT I INTRODUCTION 9

Types of prefabrication, prefabrication systems and structural schemes- Need for prefabrication

Principles Materials - Disuniting of structures- Handling and erection - Elimination of erection

stresses

UNIT II PREFABRICATED COMPONENTS 9

Production, Transportation & erection- Shuttering and mould design - Dimensional tolerances -

Erection of R.C. Structures, Total prefabricated buildings - Structural behaviour of precast

structures Large panel constructions Construction of roof and floor slabs Wall panels

Columns Shear walls

UNIT III DESIGN PRINCIPLES 9

Design of cross section based on efficiency of material used Problems in design because of joint

flexibility Allowance for joint deformation - - Design of construction and expansion joints

UNIT IV STRUCTURAL MEMBERS 9

Designing and detailing of prefabricated units for 1) industrial structures 2) Multi-storey buildings

and 3) Water tanks - Dimensioning and detailing of joints for different structural connections

UNIT V DESIGN FOR ABNORMAL LOADS 9

Progressive collapse Code provisions Equivalent design loads for considering abnormal

effects such as earthquakes, cyclones, etc., - Importance of avoidance of progressive collapse.

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Koncz T., Manual of precast concrete construction, Vols. I, II and III, Bauverlag, GMBH,

1971.

2. CBRI, Building materials and components, India, 1990

3. Gerostiza C.Z., Hendrikson C. and Rehat D.R., Knowledge based process planning for

construction and manufacturing, Academic Press Inc., 1994

4. Structural design manual, Precast concrete connection details, Society for the studies in

the use of precast concrete, Netherland BetorVerlag, 1978.

5. Hass, A.M. Precast Concrete Design and Applications, Applied Science Publishers, 1983.

6. Promislow, V Design and Erection of Reinforced Concrete Structures, MIR Publishers,

Moscow 1980.

CODE BOOKS:

1. IS 15916 :2011 BUILDING DESIGN AND ERECTION USINGPREFABRICATED CONCRETE

2. IS 11447 : 1985 Code of practice for construction with large panel prefabricates

3. IS 1893 : 2002 (Part - I)- Criteria for Earthquake Resistant Design of Structures

General

4. IS 13920 : 1993 - Ductile Detailing Of Reinforced Concrete Structures

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13SE407 : THEORY OF PLATES L T P C

` 3 0 0 3

Course Objectives:

To get introduced to various plate theories, governing equations for bending of plates andvarious boundary conditions.To conceptualise the Naviers solution and Levys solution and to analyse rectangularplates.To study the behaviour of bending of circular plates.To familiarise with the concepts of finite difference method.To use energy methods to analyse the solution of rectangular plates for the givenboundary conditions.

Course Outcomes: At the end of this course the student will have a knowledge about various plate theoriesThe student may gain the knowledge of Naviers solution, Levys solution and solve forthe rectangular plates.

The students will hav e enhancement to analyse circular plates for any boundaryconditions.The student will be focussing on the finite difference method of solving plate problems.The student will have the ability to realise the potential energy principle and find thesolution of rectangular plates for various loadings

UNIT I INTRODUCTION TO PLATE THEORY 9

Thin and thick plates, Small and large Deflection Theory of thin plate assumptions, Moment

Curvature Relations, Stress Resultants, Governing Differential Equation for Bending of Plates,

various boundary conditions.

UNIT II RECTANGULAR PLATES 9

Naviers Solution: Simply supported rectangular plates subjected to UDL and varying loads onentire area, Parabolic loads, sinusoidal loads, partly loaded plates, concentrated loads andcouples , Distributed Couples, Symmetric and Antisymmetric Loadings.Levys Solution : Plates subjected to UDl and varying loads, sinusoidal parabolic loads betweenthe supported edges. Conditions for other two edges Simply supported, Fixed, Free andElastically Restrained.UNIT III CIRCULAR PLATES 9

Bending of Circular Plates with Clamped and Simply Supported Edges, Plate with central hole,uniformly distributed and varying loads, conical loads, Distributed Couples, Ring Loads, Semicircular Plates, Asymmetrically loaded plates.

UNIT IV FINITE DIFFERENCE METHOD 9Solution of plate problems Deviation of Delta/Pattern/Stencil for biharmonic form for arectangular mesh, Two stage solutions, Solutions for various loadings and Boundary Conditions,Use of Symmetry and Anti symmetry , extrapolation formula, Introduction to Improved FiniteDifference TechniqueUNIT V ENERGY METHODS 9

Use of potential energy principle, solution of rectangular plates with various boundary conditionsand loadings.

TOTAL : 45 PERIODS

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REFERENCE BOOKS:

1. Timoshenko, S. and Krieger S.W. Theory of Plates and Shells, McGraw Hill Book

Company, New York, 1990.

2. Bairagi, Plate Analysis, Khanna Publishers, 1996.

3. Reddy J N, Theory and Analysis of Elastic Plates and Shells, McGraw Hill Book Company,

2006.

4. Szilard, R., Theory and Analysis of Plates, Prentice Hall Inc., 1995.

5. Chandrashekahara, K. Theory of Plates, University Press (India) Ltd., Hyderabad, 2001.

13SE408 : DESIGN OF STEEL CONCRETE COMPOSITE STRUCTURES L T P C

` 3 0 0 3

Course Objectives:

To get introduced to composite construction and composite behaviour of steel concrete

composite structures.

To obtain the knowledge to conceptualise and design the composite beams, columns,

floors, slabs and concrete filled steel tubes.

To get introduced to various connections and connection design of composite structures.

To have a knowledge in the behaviour of composite box girder bridges.

To possess practical knowledge on the skills of composite construction and seismic

behaviour of composite structures through case studies.

Course Outcomes:

On completion of the course,

The student will possess knowledge of the composite behaviour of structures.The student will have the ability to design various composite structural elements such as

beams, columns, floors, slabs and concrete filled steel tubes.

The student can gain the knowledge of connection behaviour and design.

The student will know the behaviour of box girder bridges and the design concepts of the

same.

The student will have practical knowledge of construction and design of various structural

elements and design concepts through case studies.

UNIT I INTRODUCTION 9

Introduction to Steel Concrete Composite Construction Behaviour of Composite Structures Composite Construction

UNIT II DESIGN OF COMPOSITE MEMBERS 9

Design of Composite Beams, Slabs and Composite Floors, Composite columns Design of

Composite Trusses

UNIT III DESIGN OF CONNECTIONS 9

Types of Connections , Design of Connections in the Composite Structures Shear Connections

Degree of Shear Connection Partial Shear Interaction

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UNIT IV COMPOSITE BOX GIRDER BRIDGES 9

Introduction Behaviour of Box Girder Bridges Design Concepts

UNIT V CASE STUDIES 9

Case Studies on Steel Concrete Composite Construction in Buildings Seismic Behaviour of

Composite Structures.

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Johnson R.P., Composite Structures of Steel and Concrete, Blackwell Scientific

Publications , UK 2004.

2. Oehers D.J. and Bradford M .A., Composite Steel and Concrete Structural Members,

Fundamental Behaviour, Permagon Press, Oxford, 1995. 3. Proceedings of Workshop on Steel Concrete Composite Structures, Anna University,

2007

4. INSDAG Materials , Volume I and II. (2000)

CODE BOOKS:

1. BS5950-1 : 2000 Structural use of steel work in building. Code of practice for design

Rolled and welded sections.

2. EN 1994 Euro code 4 : Design of composite steel and concrete structures, composite

slabs.

3. IS11384 1985 code of practice for composite construction in structural steel and

concrete.

13SE409 MAINTENANCE AND REHABILITATION OF STRUCTURES L T P C

` 3 0 0 3

Course Objectives:

Identify scope of rehabilitation work for dilapidated / obsolete buildings.

- Identify and apply appropriate structural and construction technologies to rectify

maintenance problems.

Prepare short and long term maintenance plans.

Identify / apply appropriate standards and statutory controls for maintenance and

rehabilitation work.Understand the use of Building Information Modelling (BIM) for maintenance planning

Course Outcomes:

to recognize the mechanisms of degradation of concrete structures and to design durableconcrete structures

To learn how to conduct field monitoring and non-destructive evaluation of concretestructures.

to design repair strategies for deteriorated concrete structures including repairing withcomposites

to understand the methods of strengthening methods for concrete structures

to carry out independent research on topics

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UNIT I MAINTENANCE AND REPAIR STRATEGIES 9

Maintenance, repair and rehabilitation, Facets of Maintenance, importance of Maintenance,

various aspects of Inspection, Assessment procedure for evaluating a damaged structure, causes

of deterioration

UNIT II SERVICEABILITY AND DURABILITY OF CONCRETE 9

Quality assurance for concrete construction concrete properties- strength, permeability, thermal

properties and cracking. Effects due to climate, temperature, chemicals, corrosion design and

construction errors Effects of cover thickness and cracking

UNIT III MATERIALS FOR REPAIR 9

Special concretes and mortar, concrete chemicals, special elements for accelerated strength

gain, Expansive cement, polymer concrete, sulphur infiltrated concrete, ferro cement, Fibre

reinforced concrete.

UNIT IV TECHNIQUES FOR REPAIR AND DEMOLITION 9

Rust eliminators and polymers coating for rebars during repair, foamed concrete, mortar and dry

pack, vacuum concrete, Gunite and Shotcrete, Epoxy injection, Mortar repair for cracks, shoring

and underpinning. Methods of corrosion protection, corrosion inhibitors, corrosion resistant steels,

coatings and cathodic protection. Engineered demolition techniques for dilapidated structures

case studies.

UNIT V REPAIRS, REHABILITATION AND RETROFITTING OF STRUCTURES 9

Repairs to overcome low member strength, Deflection, Cracking, Chemical disruption, weathering

corrosion, wear, fire, leakage and marine exposure.

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. M.S.Shetty, Concrete Technology Theory and Practice, S.Chand and Company, New

Delhi, 1992.

2. Santhakumar, A.R., Training Course notes on Damage Assessment and repair in Low Cost

Housing , RHDC -NBO Anna University, July 1992.

3. Raikar, R.N., Learning from failures Deficiencies in Design, Construction and Service -

R&D Centre (SDCPL), RaikarBhavan, Bombay, 1987.

13SE410 COMPUTER AIDED ANALYSIS AND DESIGN OF

STRUCTURES

L T P C

` 3 0 0 3

Course Objectives:

To familiarise with graphic primitives, transformations and 2-D drafting of computer

graphics.

To get practiced with computer methods of structural analysis.

To understand the structural design concepts.

To be familiar with linear programming and CPM and PERT.

To inculcate the students with Artificial Intelligence.

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Course Outcomes:

The student will be familiar with 2 D drafting and can use drafting software.

The student will be able to perform structural analysis using analysis package

The student can design the structures with computer methodologies.

The student can optimize the structural design with various computer packages and

graphics.

The student will be capable of applying artificial intelligence to real life applications.

UNIT I COMPUTER GRAPHICS 9

Graphic primitives - Transformations - Basics of 2-D drafting - Modeling of curves and surfaces

Wire frame modeling - Solid modeling - Graphic standards - Drafting software packages and

usage

UNIT II STRUCTURAL ANALYSIS 9

Computer aided analysis of steel and RC Structural elements - Detailed drawing Bill of materials

UNIT III STRUCTURAL DESIGN 9

Computer aided design of steel and RC Structural elements - Detailed drawing Bill of materials

UNIT IV OPTIMIZATION 9

Application of linear programming - Simplex algorithm - Post-optimality analysis - Project

scheduling - CPM and PERT applications

UNIT V ARTIFICIAL INTELLIGENCE 9

Introduction - Heuristic search - knowledge based expert systems Rules and decision tables

Inference mechanisms- Simple applications - Genetic algorithm and applications. Principles of

Neural network - Architecture and applications of KBES - Expert system shells

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Krishnamoorthy C.S and Rajeev S., Computer Aided Design, NarosaPublishingHouse, New

Delhi, 1991.

2. GrooverM.P.andZimmers E.W. Jr.," CAD/CAM, Computer Aided Design andManufacturing ",

Prentice Hall of India Ltd, New Delhi, 1993.

3. Harrison H.B., Structural Analysis and Design Vol.I and II, Pergamon Press, 1991

4. Hinton E.and Owen D.R.J., Finite Element Programming, Academic Press 1977.

5. Rao. S.S., " Optimisation Theory and Applications ", Wiley Eastern Limited, NewDelhi, 1977.

6. Richard Forsyth (Ed.), Expert System Principles and Case Studies, Chapman andHall,

1996.

13SE411 DESIGN OF INDUSTRIAL STRUCTURES L T P C

` 3 0 0 3

Course Objectives:

This subject imparts a broad knowledge in the area of Planning and functional

requirements for industrial structures.

To understand the basic idea about the materials and design of industry structural

elements.

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To know the design concepts of Power plant structures,

To realise the design concepts of Power transmission structures,

To understand the basic design concepts of Chimneys, Bunkers and silos and the

construction techniques

Course Outcomes:

Able to know the Planning and Functional requirements of various industries.

Get an idea about the materials used and design of industry structural elements.

Realize the basic concepts and design of power plant structures.

Able to design power transmission structures.

Possess the ability to understand the design concepts of Chimneys, bunkers and silos

UNIT I PLANNING AND FUNCTIONAL REQUIREMENTS 9

Classification of Industries and Industrial structures - planning for Layout Requirements regarding

Lighting, Ventilation and Fire Safety - Protection against noise and vibration - Guidelines of

Factories Act.

UNIT II INDUSTRIAL BUILDINGS 9

Roofs for Industrial Buildings - Steel and RCC - Gantry Girders - Design of Corbels and Nibs

Machine foundations.

UNIT III POWER PLANT STRUCTURES 9

Types of power plants Design of Turbo generator foundation containment structures.

UNIT IV POWER TRANSMISSION STRUCTURES 9

Principles of Analysis and Design of Lattice towers, Transmission towers - Tower Foundations

Testing Towers.

UNIT V AUXILIARY STRUCTURES 9

Design of Steel and RCC Chimneys Bunkers and Silos.

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Manohar S.N, Tall Chimneys - Design and Construction, Tata McGraw Hill, 1985

2. Santhakumar A.R.an d Murthy S.S., Transmission Line Structures, Tata McGra wHill,

1992.

3. Srinivasulu P and Vaidyanathan.C, Handbook of Machine Foundations, Tata McGraw Hill,

1976.

4. Jurgen Axel Adam, KatharriaHausmann, Frank Juttner, Klauss Daniel, Industrial

Buildings: A Design Manual, Birkhauser Publishers, 2004.

5. Procs. of Adv anced course on Industrial Structures, Structural Engineering Research

Centre, Chennai, 1982

CODE BOOKS:

1. IS 4995 (Part I) -1974 - Criteria for design of reinforced concrete bins for the storage of

granular and powder materials

2. IS 4995 (Part II) -1974 - General Requirements and assessment of bin Loads

3. IS 6060 -1971 - Code of practice for Day lighting of factory buildings

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4. IS 3103 -1975- Code of practice for industrial ventilation

5. IS 3483 -1965 - Code of practice for Noise reduction in industrial buildings

6. IS:456-2000 - Indian Standard Code of Practice for Plain and Reinforced Concrete

7. IS 6533 (Part 2) -1989 - Code of practice for design and construction of steel chimneys

8. IS:875 (Part 1 to 5) - Code of Practice for Design loads

9. IS:802-1977(Part 2) - Code of practice for use of structural steel in Over Head

transmission line towers

10. IS:3370-1967 Part 2 to 4 - Indian Standard Code of Practice for Concrete Structures for

the storage of liquids Reinforced Concrete Structures

11. IS:4091-1979 - Indian Standard Code of Practice for Design and Construction of

Foundations for Transmission Line Towers and Poles

12. IS:9178-1980 - Criteria for Design of Steel Bins for Storage of Bulk Materials

13. IS:2974 (Part I to V) - Code of practice for design and construction of machine

foundations

13SE412 DESIGN OF BRIDGES L T P C

` 3 0 0 3

Course Objectives:

To study the various bridge forms and typical loadings on the bridges.

To get familiarised with the design of short span bridges.

To possess knowledge on the design concepts of long span bridges.

To design the prestressed concrete bridges.

To design the substructure for bridges, plate girder to IRS loadings, foundation forbridges and bearings

Course Outcomes:

At the end of the course the student will understand the design theories for super

structure and substructure of bridges

The student will be able to design Culvert, R.C.C T beam bridge.

The student will understand the behaviour of continuous bridges, box girder bridges.

The student will possess the knowledge to design prestressed concrete bridges.

Also the student will be able to design Railway bridges, Plate girder bridges, different

types of bearings , abutments, piers and various types of foundations for BridgesUNIT I INTRODUCTION 9

General Basic Bridge forms Beam, Arch, Suspension, Various types of Bridges, Selection of type

of bridge and economic span length, drainage, road, kerb, Classification, Investigation and

Planning. Design Loads for Bridges Dead Load, Live Load, IRC loading, IRS Loading, AASHTO

Loading, Wind Load, Longitudinal forces, Centrifugal Forces, Buoyancy, water current forces,

thermal forces deformation and horizontal forces

UNIT II SHORT SPAN BRIDGES 9

Design of Culvert, R.C. Deck Slab, T Beam, Pigeauds Theory, Courbons Method

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UNIT III LONG SPAN BRIDGES 9

Design Principles of Continuous Bridges, Box Girder Bridges and Balanced Cantilever Bridges.

UNIT IV DESIGN OF PRESTRESSED CONCRETE BRIDGES 9

Flexural and Torsional parameters Courbons Theory Distribution Coefficient by exact analysis

Design of Girder Section maximum and minimum prestressing forces Eccentricity Live

load and dead load shear forces Cable Zone in Girder Check for stresses at various sections

Check for diagonal tension Diaphragms End Block Short term deflections.

UNIT V DESIGN OF PLATE GIRDER BRIDGES , BEARINGS AND

SUBSTRUCTURES

9

Design of riveted and welded plate girder bridges Wind effects Main section, Splicing,

Curtailment, Stiffeners Different types of Bearings Design of Bearings Design of masonry

and concrete piers and abutments Types of Bridge Foundations Design of Foundations

Footings Pile Foundations.

TOTAL : 45 PERIODS

REFERENCE BOOKS:

1. Ponnuswamy.S Bridge Engineering, Tata McGrawHill, 2008.

2. JohnsonVic tor.D, Essentials of Bridge Engineering, Oxford & IBH, 2007.

3. Jagadeesh T.R. and Jayaram .M.A., Design of Bridge Structures, Prentice Hall of India

Pvt Ltd., 2004.

4. Raina V.K., Concrete Bridge Practice, Tata McGrawHill Publishing Company, New Delhi,

1991.

5. Bakht.B and Jaegar.L.G., Bridge Analysis Simplified, McGrawHill, 1985.

6. Derrick Beckett, An Introduction to Structural Design of Concrete Bridges,Surrey

University Press, Henley Homes, Oxford Shire 1973.

7. Taylor F.W., Thomson S.E., &smulski E., Reinforced Concrete Bridges. John Wiley and

Sons, New york, 1955.

CODE BOOKS:

1. IRC:6-2010 Standard Specifications and Code of Practice for RoadBridges, Section II

Loads and Stresses (Fifth Revision)

2. IRC:18-2000 Design Criteria for Prestressed Concrete Road Bridges (Post-Tensioned

Concrete) (Third Revision)

3. IRC:21-2000 Standard Specifications and Code of Practice for RoadBridges, Section III

Cement Concrete (Plain and Reinforced)(Third Revision)

4. IRC:22-2008 Standard Specifications and Code of Practice for RoadBridges, Section VI

Composite Construction (Limit StatesDesign) (Second Revision)

5. IRC:24-2010 Standard Specifications and Code of Practice for RoadBridges, Steel Road

Bridges (Limit State Method)ThirdRevision)

6. IRC:83-1999 (Part-I) Standard Specifications and Code of Practice for Road Bridges,

Section IX Bearings, Part I : Metallic Bearings (First Revision)

7. IRC:83-1987 (Part II) Standard Specifications and Code of Practice for Road Bridges,

Section IX Bearings, Part II: Elastomeric Bearings

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8. IRC:83-2002 (Part III) Standard Specifications and Code of Practice for Road Bridges,

Section IX Bearings, Part III: POT, POT-CUMPTFE,PIN and Metallic Guide Bearings

9. Pigeauds curves

10. DFC_Loading_Criteria

11. IRS_Bridge_Rule_CS_40

12. IRS_Bridge_Rule_CS_41

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