SANJEEV AGRAWAL GLOBAL EDUCATIONAL (SAGE) UNIVERSITY

1

SANJEEV AGRAWAL GLOBAL EDUCATIONAL (SAGE) UNIVERSITY, BHOPAL

Scheme & Syllabus

for

Master of Technology (Structure Engineering)

School of Engineering and Technology

2

Program Educational Objectives (PEOs)

PEO-1: To expose the graduate students to advanced Structural Analysis, Structural Dynamics,

allied theory in elasticity and plasticity, FEM etc provide the professional consultancy and

research support for the relevant organization in the specialized area.

PEO-2: To impart training to graduate students in behavior and design of Advanced RC

structures, behavior and design of Advanced Steel structure, latest procedures in earthquake

resistant design practices and earthquake resistant design philosophies.

PEO-3: To expose the graduate students to latest design codes, current national and international

scenario on Structural Engineering and to motivate them in interdisciplinary involvement in

problems related to Structural Engineering.

PEO-4: To orient the graduate students to high value research related to Structural Engineering

so that they get impetus to pursue research and lifelong learning.

PEO-5: To provide students with academic environment that makes them aware of excellence

and to enable them to understand the significance of life-long learning in global perspective.

Program Outcomes (POs):

PO-1: Engineering knowledge: Apply the knowledge of mathematics, science, engineering

fundamentals, and an engineering specialization to the solution of complex engineering problems.

PO-2: Problem analysis: Identify, formulate, review research literature, and analyze complex

engineering problems reaching substantiated conclusions using first principles of mathematics,

natural sciences, and engineering sciences.

PO-3: Design/development of solutions: Design solutions for complex engineering problems

and design system components or processes that meet the specified needs with appropriate

consideration for the public health and safety, and the cultural, societal, and environmental

considerations.

PO-4: Conduct investigations of complex problems: Use research-based knowledge and

research methods including design of experiments, analysis and interpretation of data, and

synthesis of the information to provide valid conclusions.

PO-5: Modern tool usage: Create, select, and apply appropriate techniques, resources, and

modern engineering and IT tools including prediction and modeling to complex engineering

activities with an understanding of the limitations.

3

PO-6: The engineer and society: Apply reasoning informed by the contextual knowledge to

assess societal, health, safety, legal and cultural issues and the consequent responsibilities relevant

to the professional engineering practice.

PO-7: Environment and sustainability: Understand the impact of the professional engineering

solutions in societal and environmental contexts, and demonstrate the knowledge of, and need for

sustainable development.

PO-8: Ethics: Apply ethical principles and commit to professional ethics and responsibilities and

norms of the engineering practice.

PO-9: Individual and team work: Function effectively as an individual, and as a member or

leader in diverse teams, and in multidisciplinary settings.

PO-10: Communication: Communicate effectively on complex engineering activities with the

engineering community and with society at large, such as, being able to comprehend and write

effective reports and design documentation, make effective presentations, and give and receive

clear instructions.

PO-11: Project management and finance: Demonstrate knowledge and understanding of the

engineering and management principles and apply these to one’s own work, as a member and

leader in a team, to manage projects and in multidisciplinary environments.

PO-12: Life-long learning: Recognize the need for, and have the preparation and ability to

engage in independent and life-long learning in the broadest context of technological change.

4

Curriculum Components

Components Credits

Program Core (09 Courses) 30

Program Electives (Discipline Specific Electives) (04Courses) 16

Project Based Learning (PBL)/MOOCs (04 courses) 12

Project (02 Courses) 28

Total 86

5

First Semester

Course Code Course Title

Contact

Hours per

Week

Cre

dit

s

ES

E

Du

rati

on

(Hou

rs)

Theory/Weightage Practical

Marks/Weightage GT

L T P MSE ASG TA ATTD ESE Tot CE ESE Tot

MA20M101 Advanced

Mathematics 3 1 - 4 3 30 5 5 10 50 100 - - - 100

SE20M101 Advanced Design

of RC Structures 3 1 - 4 3 30 5 5 10 50 100 - - - 100

SE20M102 Structural

Dynamics 3 1 - 4 3 30 5 5 10 50 100 - - - 100

Table-1 DSE – I 3 1 - 4 3 30 5 5 10 50 100 - - - 100

Table-1 DSE – II 3 1 - 4 3 30 5 5 10 50 100 - - - 100

SE20M103 Advance Concrete - - 4 2 2 - - - - - - 20 30 50 50

SE20M104 Computer Aided

Design - - 4 2 2 - - - - - - 20 30 50 50

PB20M101 Project Based

Learning-I - - 4 2 2 - - - - - - 50^ 50 100 100

Total 26

700

L-Lecture, T-Tutorial, P-Practical, MSE- Mid Semester Exam, ASG- Assignment, TA- Teacher’s Assessment, ATTD-Attendance, CE-Continuous Evaluation ,ESE-

End Semester Exam, Tot-Total, GT-Grand Total, ^ - Two assessment by panel of Experts

6

Second Semester

Course

Code Course Title

Contact

Hours

per

Week

Cre

dit

s

ES

E D

ura

tion

(Hou

rs)

Theory/ Weightage Practical Marks/

Weightage GT

L T P MS

E

AS

G TA

ATT

D ESE Tot CE ESE Tot

SE20M201 Finite Element

Method of Analysis 4 - - 4 3 30 5 5 10 50 100 - - - 100

SE20M202 Theory of Plates and

Shells 3 1 - 4 3 30 5 5 10 50 100 - - - 100

SE20M203 Design of Tall

Structures 3 1 - 4 3 30 5 5 10 50 100 - - - 100

Table-1 DSE – III 3 1 - 4 3 30 5 5 10 50 100 - - - 100

Table-1 DSE – IV 3 1 - 4 3 30 5 5 10 50 100 - - - 100

SE20M204 Structural Software - - 4 2 2 - - - - - - 20 30 50 50

PB20M201 Project Based

Learning-II - - 4 2 2 - - - - - - 50^ 50 100 100

Total 24

750 L-Lecture, T-Tutorial, P-Practical, MSE- Mid Semester Exam, ASG- Assignment, TA- Teacher’s Assessment, ATTD-Attendance, CE-Continuous Evaluation ,ESE-

End Semester Exam, Tot-Total, GT-Grand Total, ^ - Two assessment by panel of Experts

7

Third Semester

Course

Code Course Title

Contact Hours

per Week

Cre

dit

s

ES

E D

ura

tio

n

(Hou

rs)

Weightage Practical

Marks/Weightage

GT

L T P MSE ASG TA ATTD ESE Tot CE ESE Tot

MOOC-1 - - 8 4 - - - - - - - 50 50 100 100

MOOC-2 - - 8 4 - - - - - - - 50 50 100 100

SE20M303 Dissertation

Phase-I - - 24 12 2 - - - - - - 150 150 300 300

Total 20

500


End Semester Exam, Tot-Total, GT-Grand Total

8

Fourth Semester

Course Code Course Title

Contact

Hours per

Week

Cre

dit

s

ES

E D

ura

tion

(Hou

rs)

Theory Mark/Weightage Practical

Marks/Weightage

GT

L T P MS

E ASG TA ATTD ESE Tot CE ESE Tot

SE20M401 Dissertation

Phase-II - - 32 16 - - - - - - - 200 200 400 400

Total 16

400


End Semester Exam, Tot-Total, GT-Grand Total

9

Distribution of credits across all components

SEM

No.

Prog.

Core

Discipline

Specific

Electives

(DSE)

Project

Based

Learning

(PBL)/

MOOCs

Project Total

Credit

I. 16 8 2 26

II. 14 8 2 24

III.

8 12 20

IV.

16 16

Total 30 16 12 28 86

10

Table-1

List of Discipline Specific Electives (DSE)

SN Course Code DSE-I

1. SE20M105 Special Concrete

SE20M106 Computational Structural Mechanics

SE20M107 Retrofitting of Structure

SN Course Code DSE-II

2. SE20M108 Advanced Design of Pre-Stressed Concrete Structures

SE20M109 Design of Precast and Composite Structures

SE20M110 Design of Masonry Structures

SN Course Code DSE-III

1. SE20M205 Theory of Plasticity and Fracture Mechanics

SE20M206 Earthquake Resistant Structures

SE20M207 Stability Analysis of Structures

SN Course Code DSE-IV

2.

SE20M208 Design of Concrete Bridges

SE20M209 Design of Industrial Structures

SE20M210 Advanced Design of Steel Structures

11


Syllabus

for

MTech

(Structural Engineering)

I Semester

School of Engineering & Technology

12

COURSE

CODE

ADVANCED MATHEMATICS Total Lecture : 60

Theory : 45

Tutorial : 15

MA20M101 (LTP=3 – 1 – 0 = 4) 3-0-1-4

Course Objectives:

To introduce students to the theoretical distributions; sampling distributions and their

applications

To introduce the students to the solution of partial differential equation

Demonstrate an understanding to the theory and applications of linear algebra

To extend the concept of the computer algorithms related to dimensionality reduction

and feature extraction.

To introduce the concepts of Stochastic process and Markov process transition.

UNIT CONTENTS HOURS

I. Probability; compound probability and discrete random variable. Binomial;

Normal and Poisson’s distributions; Sampling distribution; elementary

concept of estimation and theory of hypothesis; recurred relations.

8

II. Solution of Partial Differential Equation (PDE) by separation of variable

method; numerical solution of PDE (Laplace; Poisson’s; Parabola) using

finite difference methods; Elementary properties of FT; DFT; WFT; Wavelet

transform; Haas transform.

10

III. Finite differences: forward; backward and central difference operators;

polynomial interpolation: equally spaced and unequally spaced data;

Numerical Differentiation; Numerical integration- Trapezoidal and

Simpson1/3rd and 3/8th rules; Initial value problems - Taylor series method;

Euler and modified Euler methods; Runge- Kutta methods.

10

IV. Solution of Linear systems– Gaussian elimination method; LU factorization

method; Cholesky’s factorization method. Linear least-squares problems -

Normal equations; QR method (or Gram Schmidt Ortho- normalization);

Singular value decomposition (SVD) for linear least-squares problems;

numerical rank determination via SVD; Principal Component Analysis.

10

V. Stochastic process; Markov process transition probability transition

probability matrix; just and higher order Markov process; Application of

Eigen value problems in Markov Process; Markov chain. Queuing system;

transient and steady state; traffic intensity; distribution queuing system;

concepts of queuing models (M/M/1: Infinity/ Infinity/ FC FS); (M/M/1: N/

Infinity/ FC FS); (M/M/S: Infinity/ Infinity/ FC FS)

07

13

Course Outcomes as per Bloom’s Taxonomy

At the end of the course the students should be able to:

CO 1 Be able to understand2 probability; sampling distribution and discrete random

variable.

CO 2 Understand2 the terms and their applications of Solution of Partial Differential

Equations

CO 3 Understand2 the numerical methods and their use in obtaining approximate

solutions to otherwise intractable linear/non-linear system of equations and

differential equations.

CO 4 Analyse4 the fundamental use of matrices in the computer algorithms related to

dimensionality reduction and feature extraction.

CO 5 Implement3 Stochastic process; Markov process transition probability transition

probability matrix and Markov process.

Text

Books

S C Gupta & V K Kapoor (2014). Fundamentals of Mathematical

Statistics ; Sultan Chand & Sons; Delhi.

Gilbert Jimmie (2010). Linear Algebra And Matrix Theory ; Elsevier

India.

Dr B S Grewal. (2014). Numerical Methods in Engineering & Science:

With Programs in C; C++ & MATLAB 10th

Edition; Khanna Publishers.

Reference

Books

Rohatgi; V.K.; and Saleh; A.K.Md. Ehsanes. (2009). An introduction to

probability and statistics Second Edition; Wiley India.

L. N. Trefethen and David Bau (1997). Numerical Linear Algebra ; SIAM;

Philadelphia

14

CODE

ADVANCED DESIGN OF RC STRUCTURES

Total Lecture: 60

Theory : 45

Tutorial : 15

SE20M101 (LTP= 3 – 1 – 0 = 4)

Course Objectives

• The objective of this course is to make students to learn principles of Structural

Design.

• To design different types of structures and to detail the structures.

• To evaluate performance of the structures.

UNIT CONTENTS HOURS

I Yield line method of design of slabs. Design of flat

slabs. 9

II Design of grid floors; Design of Chimneys 9

III Design of continuous beams with redistribution of

Moments 9

IV Design of silos and bunkers 9

V Art of detailing earthquake resistant structures;

expansion and contraction joints 9



CO1 Achieve Knowledge of Design6 and development of Problem solving skills

CO2 Understand2 the principles of Structural Design

CO3 Design6 and develop analytical skills

CO4 Summarize2 the principles of Structural Design and detailing

CO5 Understand2the structural performance

Text Books

A Park and Paulay; Reinforced and Prestressed Concrete ; John Wiley

&

sons.

Kong K F and Evans T H; Reinforced and Prestressed Concrete ; CRC

Press.

Varghese P. C.; "Advanced Reinforced Concrete Design ; Prentice-Hall

of India; New Delhi; 2005

Reference

Books

B.C.Punmia; Ashok Kumar Jain and Arun Kumar Jain; Comprehensive

RCC Design ; Laxmi Publications.

Bungey and Mosley; Reinforced Concrete ; Palgrave Macmillan.

15

CODE

STRUCTURAL DYNAMICS

Total Lecture : 60 Theory : 45

Tutorial : 15

SE20M102 (LTP=3 – 1 – 0 = 4)

Course Objectives

The objective of this course is to make students to learn principles of Structural Dynamics;

To implement these principles through different methods and to apply the same for free and

forced vibration of structures. To evaluate the dynamic characteristics of the structures

UNIT CONTENTS HOURS

I

Introduction: Introduction to Dynamic problems in Civil

Engineering; Concept of degrees of freedom; D’Alembert’s

principle; principle of virtual displacement and energy principles

Dynamics of Single degree-of-freedom systems: Mathematical

models of Single-degree-of-freedom systems system; Free

vibration response of damped and undamped

systems. Methods of evaluation of damping

9

II

Response of Single-degree-of-freedom systems to harmonic

loading (rotation unbalance; reciprocating unbalance) including

support motion; vibration isolation; transmissibility; Numerical

methods applied to Single-degree-of-freedom systems – Duhamel

integral; principle of vibration-measuring instruments–

seismometer and accelerometer.

9

III

Dynamics of Multi-degree freedom systems: Mathematical models

of multi-degree-of-freedom systems; Shear building concept; free

vibration of undamped multi-degree-of-freedom systems – Natural

frequencies and mode shapes – orthogonality property of modes.

9

IV

Response of Shear buildings for harmonic loading without

damping using normal mode approach. Response of Shear

buildings for forced vibration for harmonic loading with damping

using normal mode approach; condition of damping uncoupling

9

V

Approximate methods: Rayleigh’s method Dunkarley’s method;

Stodola’s method. Dynamics of Continuous systems: Free

longitudinal vibration of bars; flexural vibration of beams with

different end conditions; Stiffness matrix; mass matrix (lumped

and consistent);equations of motion for the discretised beam in

matrix form.

9



CO1 Achieve Knowledge of Design6 and development of problem solving skills

CO2 Understand2 the principles of Structural Dynamics

CO3 Design6 and develop analytical skills.

16

CO4 Summarize2 the Solution techniques for dynamics of Multi-degree freedom

Systems

CO5 Understand2 the concepts of damping in structures

Text Books

Anil K. Chopra ; Dynamics of Structures - Theory and Application to

Earthquake Engineering - 2nd edition; Pearson Education.

Vinod Hosur; Earthquake Resistant Design of Building Structures ;

WILEY (india)

M. Mukhopadhaya; Vibrations; structural dynamics Oxford IBH

Reference

Books

Mario Paz; Structural Dynamics CBS publishers.

Clough & Penzien; Structural Dynamics TMH

Timoshenko; Vibration Problems in Engineering ; Van-Nostrand Co.

17

CODE

DSE-I

SPECIAL CONCRETE

Total Lecture : 60 Theory : 45 Tutorial : 15

SE20M105

(LTP=3 – 1 – 0 = 4)

Course Objectives

The objective of this course is to make students to learn principles of Concrete mix design;

To differentiate between different types of concrete. To characterize the high Performance

concrete-stressed sections

UNIT CONTENTS HOURS

I

Components of modern concrete and developments in the process

and constituent materials: Role of constituents; Development in

cements and cement replacement materials; pozzolona; fly ash;

silica fume;rice husk ash; recycled aggregates;

chemicaladmixtures. Mix proportioning of Concrete: Principles

and methods.

9

II

Light Weight concrete: Introduction; classification; properties;

strength and durability; mix proportioning and problems. High

density concrete: Radiation shielding ability of concrete; materials

for high density concrete; mix proportioning; properties in fresh

and hardened state; placement methods

9

III

Ferro cement: Ferrocement materials; mechanical properties;

cracking of ferrocement; strength and behaviour in tension;

compression and flexure; Design of ferrocement in tension;

ferrocement constructions; durability; and applications

9

IV

Fibre reinforced concrete: Fibre materials; mix proportioning;

distribution and orientation; interfacial bond; properties in fresh

state; strength and behavior in tension; compression and flexure of

steel fibre reinforced concrete; mechanical properties; crack

arrest and toughening mechanism; applications..

9

V

High Performance concrete: constituents; mix proportioning;

properties in fresh and hardened states; applications and

limitations. Ready Mixed Concrete-QCI-RMCPC scheme

requirements; Self Compacting Concrete; Reactive powder

concrete; and bacterial concrete.

9




CO2 Understand2 the principles of Concrete mix design


CO4 Summarize2 the Light Weight concrete; Fibre reinforced concrete and High

Performance concrete

18

CO5 Understand2 the concepts of high Performance concrete

Text

Books

Neville A.M;(2000), Properties of Concrete Pearson Education Asia.

P. Kumar Mehta; Paul J.N. Monterio; Concrete Microstructure;

Properties and Materials; Tata McGraw Hill

A.R.Santhakumar;(2007) Concrete Technology-Oxford University Press;

New Delhi.

Gambhir Concrete Technology TMH.

Short A and Kinniburgh.W;(1963). Light Weight Concrete- Asia Publishing

House.

Reference

Books

Aitcin P.C.(1998) High Performance Concrete-E and FN; Spon London.

Rixom.R. and Mailvaganam.N.;(1999) Chemical admixtures in

concrete - E and FN; Spon London.

Rudnai.G.;(1963) Light Weight concrete- Akademiaikiado; Budapest.

19

DSE-I

CODE COMPUTATIONAL STRUCTURAL

MECHANICS


Tutorial : 15

SE20M106 (LTP=3 – 1 – 0 = 4)

Course Objectives

• The objective of this course is to make students to learn principles of Structural

Analysis.

• To implement these principles through different methods and to analyze various types

of structures.

• To evaluate the force and displacement parameters of the structures

UNIT CONTENTS HOURS

I

Fundamental concepts: Static and Kinematic

indeterminacy; Concepts of stiffness and flexibility.

Energy concepts. Principle of minimum potential energy

and minimum complementary energy. Development of

element flexibility and element stiffness matrices for truss;

beam and grid elements.

9

II

Analysis using Flexibility method: Forcetrans formation

matrix using Flexibility method; Development of global

flexibility matrix for continuous beams; plane trusses and

rigid plane frames (having not more than six co-ordinates –

6x6flexibility matrix) Analysis of continuous beams; plane

trusses and rigid plane frames by flexibility method

(having not more than 3 coordinates – 3x3 flexibility

matrix)

9

III

Analysis using Stiffness Method: Displacement

transformation matrix using Stiffness Method;

Development of global stiffness matrix for continuous

beams; plane trusses and rigid plane frames (having not

more than six co-ordinates – 6x6 stiffness matrix) Analysis

of continuous beams; plane trusses and rigid plane frames

by stiffness method (having not more than 3 coordinates –

3x3 stiffness matrix)

9

IV

Effects of temperature change and lack of fit: Related

numerical problems by flexibility and stiffness method as

in Unit 2 and 3 9

V

Solution techniques: Solution techniques including

numerical problems for simultaneous equations; Gauss

elimination and Cholesky method. Bandwidth

consideration

9




20

CO2 Understand2 the principles of Structural Analysis


CO4 Summarize2 the Solution techniques

CO5 Understand2 the concepts of structural behaviour

Text Books

Rajasekaran;(2001). Computational Structural Mechanics ; PHI; New

Delhi.

Beaufaitetal F.W.;(1970) Computer methods of Structural Analysis ;

Prentice Hall.

W.Weaver and J.H.Gere;(1980). Matrix Analysis of Framed Structures ;

Van Nastran.

H.Karde Stuncer;(1974) Elementary Matrix Analysis of Structures ;

McGraw Hill.

Reference

Books

Jain A.K.; Advanced Structural Analysis with Computer Application

Nemchand and Brothers; Roorkee; India.

Rubinstein M.F.; Matrix Computer Methods of Structural Analysis

Prentice– Hall.

21

CODE

RETROFITTING OF STRUCTURE

Total Lecture :

60

Theory : 45

Tutorial : 15

SE20M107 (LTP=3 – 1 – 0 = 4

Course Objectives-

This course will enable students to-

To learn various distress and damages to concrete and masonry structures

To understand the importance of maintenance of structures

To study the various types and properties of repair materials

To assess the damage to structures using various tests

To learn the importance and methods of substrate preparation

To learn various repair techniques of damaged structures; corroded structures

UNIT CONTENTS HOURS

I

General: Introduction and Definition for Repair;

Retrofitting; Strengthening and rehabilitation. Physical and

Chemical Causes of deterioration of concrete structures;

Evaluation of structural damages to the concrete structural

elements due to earthquake.

9

II

Damage Assessment: Purpose of assessment; Rapid

assessment; Investigation of damage; Evaluation of surface

and structural cracks; Damage assessment procedure;

destructive; non-destructive and semi destructive testing

systems

9

III

Influence on Serviceability and Durability: Effects due

to climate; temperature; chemicals; wear and erosion;

Design and construction errors; corrosion mechanism;

Effects of cover thickness and cracking; methods of

corrosion protection; corrosion inhibitors; corrosion

resistant steels; coatings; and cathodic protection.

9

IV

Maintenance and Retrofitting Techniques: Definitions:

Maintenance; Facts of Maintenance and importance of

Maintenance Need for retrofitting; retrofitting of structural

members i.e.; column and beams by Jacketing technique;

Externally bonding(ERB) technique; near surface mounted

(NSM) technique; External post- tensioning; Section

enlargement and guidelines for seismic rehabilitation of

existing building

9

V

Materials for Repair and Retrofitting: Artificial fibre

reinforced polymer like CFRP; GFRP; AFRP and natural

fiber like Sisal and Jute. Adhesive like; Epoxy Resin;

Special concretes and mortars; concrete chemicals; special

elements for accelerated strength gain; Techniques for

Repair: Rust eliminators and polymers coating for rebar

during repair foamed concrete; mortar and dry pack;

9

22

vacuum concrete; Gunite and Shot Crete Epoxy injection;

Mortar repair for cracks; shoring and underpinning.



CO1 Understand2 the cause of deterioration of concrete structures

CO2 Able to Assess5 the damage for different type of structures

CO3 Summarize2 the principles of repair and rehabilitation of structures

CO4 Recognize1 ideal material for different repair and retrofitting technique

CO5 Understand2 about the properties of Materials for Repair and Retrofitting

Text Books

Sidney; M. Johnson; Deterioration; Maintenance and Repair of

Structures Denison Campbell; Allen & Harold Roper;

Longman Concrete Structures – Materials; Maintenance and Repair

Scientific and Technical.

Reference

Books

Allen R.T. and Edwards S.C.; Repair of Concrete Structures

Blakie and Sons Raiker R.N; Learning for failure from Deficiencies in

Design; Construction and Service - R&D Center (SDCPL).

23

DSE-II

CODE

ADVANCED DESIGN OF PRE-STRESSED

CONCRETE STRUCTURE

Total Lecture

: 60

Theory : 45

Tutorial : 15

SE20M108

(LTP=3 – 1 – 0 = 4

Course Objectives

This course will enable students to

Design pre-stressed elements.

Understand the behavior of pre-stressed elements.

Understand the behavior of pre-stressed sections.

UNIT CONTENTS HOURS

I

Losses of Prestress : Loss of prestress in pre-tensioned

and posttensioned members due to various causes like

elastic shortening of concrete; shrinkage of concrete;

creep of concrete; relaxation of steel; slip in anchorage;

bending of member and frictional loss –Analysis of

sections for flexure.

9

II

Design of Section for Flexure: Allowable stresses; Elastic

design of simple beams having rectangular and I-section

for flexure; kern lines; cable profile and cable layout.

Design of Sections for Shear: Shear and Principal stresses;

Improving shear resistance by different prestressing

techniqueshorizontal; sloping and vertical prestressing;

Analysis of rectangular and I–beam; Design of shear

reinforcement; Indian code provisions

9

III

Deflections of Prestressed Concrete Beams: Short term

deflections of uncracked members; Prediction of long-

term deflections; load–deflection curve for a PSC beam;

IS code requirements for maximum deflections.

9

IV

Transfer of Prestress in Pretensioned Members :

Transmission of prestressing force by bond; Transmission

length; Flexural bond stresses; IS code provisions;

Anchorage zone stresses in post tensioned members;

stress distribution in End block; Anchorage zone

reinforcements.

9

V

Statically Indeterminate Structures: Advantages and

disadvantages of continuous PSC beams; Primary and

secondary moments; P and C lines; Linear transformation;

concordant and non-concordant cable profiles; Analysis of

continuous beams.

9



24

CO1 Analysis4 of PSC elements

CO2 Design6 of PSC elements

CO3 Identify3 the detailing of PSC elements

CO4 Understand2 about the transfer of Prestress in Pretensioned Members

CO5 Understand2 about the Statically Indeterminate Structures

Text Books

Krishna Raju;(2011). Prestressed concrete ; Tata Mc Graw Hill Book

Co; New Delhi.

T.Y. Lin and Burn;(2010). Design of prestress concrete structures ;

John Wiley; New York.

Reference

Books

S. Ramamrutham;(2013). Prestressed concrete ; Dhanpat Rai & Sons;

Delhi.

25

CODE

DESIGN OF PRECAST & COMPOSITE

STRUCTURES

Total Lecture :

60

Theory : 45

Tutorial : 15

SE20M109

(LTP=3 – 1 – 0 = 4

Course Objectives


Understand the concepts and techniques of precast construction and Select or design

precast elements suitable for project specific requirements.

Design precast systems to ensure integrity and safety of the structure and to avoid

progressive collapse and Design composite floors and beam elements.

Understand the design of Precast Connections and Structural Integrity.

Understand the idea of Composite Beams.

UNIT CONTENTS HOURS

I

Concepts ; components; Structural Systems and Design of

precast concrete floors Need and types of precast

construction; Modular coordination; Precast elements- Floor;

Beams; Columns and walls. Structural Systems and

connections.

Design of precast Concrete Floors: Theoretical and Design

Examples of Hollow core slabs;. Precast Concrete Planks;

floor withcomposite toppings with and without props.

9

II

Design of precast reinforced and prestressed Concrete beams

Theoretical and Design Examples of ITB – Full section

precast; Semi Precast; propped and unpropped conditions.

Design of RC Nibs

9

III

Design of precast concrete columns and walls Design of

braced and unbraced columns with corbels subjected to

pattern and full loading. Design of Corbels Design of RC

walls subjected to Vertical; Horizontal loads and moments;

Design of vertical ties and horizontal joints.

9

IV

Design of Precast Connections and Structural Integrity

Beam bearing; Beam half Joint;Steel Inserts; Socket

Connection; Structural integrity; Avoidance of progressive

collapse; Design of Structural Ties.

9

V

Design of Steel Concrete Composite Floors and Beams

Composite Floors: Profiled Sheeting with concrete topping;

Design method; Bending and Shear Resistance of Composite

Slabs; Serviceability Criteria; Design Example

Composite Beams: Elastic Behaviour; Ultimate Load behavior

of Composite beams; Stresses and deflection in service and

vibration; Design Example of Simply Supported beams

9



CO1 Understand2 about the structural system of precast member.

26

CO2 Design6 of precast reinforced member beam .

CO3 Analysis4 & Design

6of precast concrete columns and walls

CO4 Know about the Design6 of Precast Connections and Structural Integrity

CO5 Know about the Design6of Steel Concrete Composite Floors

Text Books

Hass A.M.(1983). Precast Concrete – Design and applications Applied

Science.

David Sheppard (1989). Plant cast; Precast and Prestressed concrete

McGraw Hill.

NBC – (2005). ( Part I to Part VII) BIS Publications; New Delhi; IS 15916-

2011;IS 11447; IS6061 – I and III

R.P.Johnson;(1994). Composite Structure of Steel and Concrete (Volume

1) ;Blackwell Scientific Publication (Second Edition); U.K.

Reference

Books

IS: 11384-1985; Code of Practice for Composite Construction in

Structural Steel and Concrete.

INSDAG Teaching Resource Chapter 21 to 27

27

CODE

DESIGN OF MASONRY STRUCTURES


SE20M110

(LTP=3 – 1 – 0 = 4)

Course Objectives

The objective of this course is to make students to learn performance of masonry

structures.

To design the masonry structures for earthquake resistance.

To evaluate the strength and stability of the masonry structures

UNIT CONTENTS HOURS

I

Introduction; Masonry units; materials and types: History of

masonry Characteristics of Brick; stone;clay block; concrete

block; stabilized mud block masonry units – strength; modulus

of elasticity and water absorption. Masonry materials –

Classification and properties of mortars; selection of mortars.

9

II

Strength of Masonry in Compression: Behaviour of Masonry

under compression; strength and elastic properties; influence of

masonry unit and mortar characteristics; effect of masonry unit

height on compressive strength; influence of masonry bonding

patterns on strength; prediction of strength of masonry in Indian

context; Failure theories of masonry under compression. Effects

of slenderness and eccentricity; effect of rate of absorption;

effect of curing; effect of ageing; workmanship on compressive

strength

9

III

Flexural and shear bond; flexural strength and shear strength:

Bond between masonry unit and mortar; tests for determining

flexural and shear bond strengths; factors affecting bond

strength; effect of bond strength on compressive strength;

orthotropic strength properties of masonry in flexure; shear

strength of masonry; test procedures for evaluating flexural and

shear strength

9

IV

Design of load bearing masonry buildings: Permissible

compressive stress; stress reduction and shape reduction factors;

increase in permissible stresses for eccentric vertical and lateral

loads; permissible tensile and shear stresses; Effective height of

walls and columns; opening in walls; effective length; effective

thickness; slenderness ratio; eccentricity; load dispersion;

arching action; lintels; Wall carrying axial load; eccentric load

with different eccentricity ratios; wall with openings;

freestanding wall; Design of load bearing masonry for buildings

up to 3 to 8 storeys using BIS codal provisions

9

V

Earthquake resistant masonry buildings: Behaviour of masonry

during earthquakes; concepts and design procedure for

earthquake resistant masonry; BIS codal provisions. Masonry

arches; domes and vaults: Components and classification of

masonry arches; domes and vaults; historical buildings;

construction; procedure

9

28




CO2 Understand2 the principles of design and construction of masonry

Structures


CO4 Summarize2 the masonry Characteristics

CO5 Evaluate5 the strength and stability of the masonry structures

Text Books

Hendry A.W.; (2018). Structural masonry - Macmillan Education

Ltd.; 2nd edition

Sinha B.P & Davis S.R.;(2011). Design of Masonry structures - E &

FN Spon.

Dayaratnam P;(2015). Brick and Reinforced Brick Structures -

Oxford & IBH

Curtin;(2014). Design of Reinforced and Prestressed Masonry -

Thomas Telford

Sven Sahlin; Structural Masonry -Prentice Hall

Reference

Books

Jagadish K S; Venkatarama Reddy B V and Nanjunda Rao K S;

Alternative Building Materials and Technologies -New Age

International; New Delhi & Bangalore

IS 1905; BIS; New Delhi.

SP20(S&T);New Delhi

29

Code

ADVANCE CONCRETE LAB

Total

practical

hour 30

SE20M103

(LTP=0 – 0– 4= 2)

Course objectives:

The objective of this course is to make students to learn principles of design of

experiments.

To investigate the performance of structural elements.

To evaluate the different testing methods and equipments.

EXPERIMENT

NO.

CONTENTS HOURS

I. Stress strain curve for concrete 3

II. Correlation between cube strength and cylinder

strength

3

III. Determination of split tensile concrete 3

IV. Determination of modulus of rupture concrete 3

V. Correlation between compressive strength and

cylinder strength

3

VI. Relation between compressive and modulus of rupture 3

VII. Non-destructive testing of existing concrete members 3

VIII. Behavior of beams under flexure 3

IX. Behavior of beams under shear 3

X. Behavior of beams under torsion 3



CO1 Achieve Knowledge of Design6 and development of experimenting

skills.

CO2 Understand2 the principles of Design

6of experiments

CO3 Summarize2 the testing methods and equipments

30

Code

COMPUTER AIDED DESIGN LAB

Total

Practical

hour 30

SE20M104

(LTP=0 – 0– 4= 2)

Course objectives:

The objective of this course is to make students to learn principles of design &

analysis of structural member by STAAD Pro & Project analysis by Primavera.

Experiment

no.

Contents Hours

I Spreadsheet for calculating and drawing shear force and

bending moment diagrams of determinate beams 2

II Spreadsheet for designing a singly reinforced beam 2

III Spreadsheet for designing a doubly reinforced beam 2

IV Primavera – Creating and analyzing a project – Project 1

part 1 2

V Primavera – Creating and analyzing a project – Project 1

part 2 2

VI Primavera – Creating and analyzing a project – Project 2

part 1 2

VII Primavera – Creating and analyzing a project – Project 2

part 2 3

VIII STAAD.Pro – Analysis of beams and plane frames 3

IX STAAD.Pro – Analysis of Trusses 3

X STAAD.Pro – Analysis of a building for Gravity loads 3

XI STAAD.Pro – Analysis of a building for Wind loads 3

XII STAAD.Pro – Analysis of building for Earthquake load 3



CO1 Achieve Knowledge of Design6 and development of experimenting skills.

CO2 Understand2 the principles of Design

6 by STAAD PRO

CO3 Understand2 the Project management by Primavera

31

COURSE

CODE PROJECT BASED LEARNING-I Total Lecture:30

Practical:30

PB20M101 (LTP=0-0-4=2)

Learning

Objectives:

Integrating the knowledge and skills of various courses on the basis of multidisciplinary projects

Develop the skill of critical thinking and evaluation.

To develop 21st century success skills such as critical thinking; problem

solving; communication; collaboration and creativity/innovation among

the students.

To enhance deep understanding of academic; personal and social development in students.

Employ the specialized vocabularies and methodologies.

Course Outcome

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

CO1 Apply

3a sound knowledge/skills to select and develop their topic and

project respectively.

CO2 Develop6 plans and allocate roles with clear lines of responsibility and

accountability.

CO3 Design6 solutions to complex problems following a systematic

approach like problem identification; formulation and solution.

CO4 Collaborate6 with professionals and the community at large in

written and in oral forms.

CO5 Correlate4the knowledge; skills and attitudes of a professional.

General

Guidelines:

PBL will be an integral part of UG/PG Programs at different levels.

Each semester offering PBL will provide a separate Course Code; two credits

will be allotted to it.

Faculty will be assigned as mentor to a group of 30 students minimum by HoS.

Faculty mentor will have 4 hours/week to conduct PBL for assigned students.

Student will select a topic of their choice from syllabus of any course offered

in respective semester (in-lines with sustainable development goals).

Student may work as a team maximum 3 or minimum 2 members for single topic.

For MSE; student’s performance will be assessed by panel of three experts

either from other department/school; or from same department/school based on

chosen topic. This will be comprised of a presentation by student followed by

viva-voce. It will be evaluated for 30 marks.

20 marks would be allotted for continuous performance assessment by concerned guide/mentor.

For ESE; student will need to submit a project report in prescribed format; duly

signed by concerned guide/mentor and head of the school. The report should

be comprised of following components:

1. Introduction

2. Review of literature

32

3. Methodology

4. Result and Discussion

5. Conclusion and Project Outcomes

6. References

Student will need to submit three copies for

1. Concerned School

2. Central Library

3. Self

The integrity of the report should be maintained by student. Any malpractice

will not be entertained.

Writing Ethics to be followed by student; a limit of 10 % plagiarism is permissible. Plagiarism report is to be attached along with the report.

Project could be a case study/ analytical work /field work/ experimental

work/ programming or as per the suitability of the program.

33


Syllabus

for

MTech


II Semester


34

CODE

FINITE ELEMENT METHOD OF ANALYSIS


SE20M201 (LTP=4 – 0 – 0 = 4

Course Objectives-

The objective of this course is to make students to learn principles of Analysis of

Stress and Strain.

To apply the Finite Element Method for the analysis of one and two dimensional

problems.

To evaluate the stress and strain parameters and their inter relations of the continuum.

UNIT CONTENTS HOURS

I

Basic concepts of elasticity – Kinematic and Static variables

for various types of structural problems –

approximate method of structural analysis – Rayleigh – Ritz

method – Finite difference method – Finite

element method. Variation method and minimization

of Energy approach of element formulation. Principles

of finite element method – advantages & disadvantages –

Finite element procedure. Finite elements used for one; two &

three dimensional problems – Element aspect ratio – mesh

refinement vs. higher order elements – Numbering of nodes to

minimize band width.

12

II

Nodal displacement parameters – Convergence criterion –

Compatibility requirements – Geometric invariance – Shape

function – Polynomial form of displacement function.

Generalized and Natural coordinates –Lagrangian

interpolation function – shape functions for one; two & three

dimensional elements.

12

III

Isoparametric elements; Internal nodes and higher order

elements; Serendipity and Lagrangian family of Finite

Elements; Sub-parametric and Superparametric elements;

Condensation of internal nodes; Jacobian transformation

Matrix. Development of strain displacement matrix and

stiffness matrix; consistent load vector; numerical integration.

12

IV

Application of Finite Element Method for the analysis of one

& two dimensional problems; Analysis of simple

beams and plane trusses; Application to plane stress/ strain /

axisymmetric problems using CST & Quadrilateral Elements 12

V

Application to Plates & Shells; Choice of displacement

function (C0; C1 and C2 type); Techniques for Non –

linear Analysis.

12


35


CO1 Achieve Knowledge of Design6 and development of problem solving

skills.

CO2 Understand2 the principles of stress-strain behaviour of continuum.


CO4 Describe1 the state of stress in a continuum.

CO5 Describe1 the Finite Element Method for the analysis of one & two dimensional

problems.

Text Books

Krishnamoorthy C S; Finite Element Analysis - Tata McGraw Hill

Desai C and Abel J F;(1972). Introduction to the Finite Element Method -

East West Press Pvt. Ltd.

Bathe K J; Finite Element Procedures in Engineering Analysis - Prentice

Hall

Rajasekaran. S; Finite Element Analysis in Engineering Design -Wheeler

Publishing

Reference

Books

Cook R D; Malkan D S & Plesta M.E;(1989). Concepts and Application of

Finite Element Analysis - 3rd Edition; John Wiley and Sons Inc.

Shames I H and Dym C J;(1985). Energy and Finite Element Methods in

Structural Mechanics - McGraw Hill; New York.

36

CODE

THEORY OF PLATES & SHELLS

Total Lecture :

60

Theory : 45

Tutorial : 15

SE20M202 (LTP=3 – 1 – 0 = 4)

Course Objectives

The objective of this course is to make students to learn different methods of analysis

and design of plates and shells.

To critically detail the plates; folded plates and shells.

To evaluate the performance of spatial structures.

UNIT CONTENTS HOURS

I

Introduction to plate theory; Small deflection of laterally

loaded thin rectangular plates for pure bending. Navier’s and

Levy’s solution for various lateral loading and boundary

conditions (No derivation); Numerical examples

9

II Energy methods for rectangular and circular plates with

clamped edges subjected to symmetric loadings. 9

III

Introduction to curved surfaces and classification of

shells; Membrane theory of spherical shells; cylindrical shells;

hyperbolic paraboloids; elliptic paraboloid and conoids 9

IV

Axially symmetric bending of shells of revolution; Closed

cylindrical shells; water tanks; spherical shells and Geckler’s

approximation. Bending theory of doubly curved shallow

shells.

9

V

Design and detailing of folded plates with numerical

examples Design and Detailing of simple shell problems –

spherical domes; water tanks; barrel vaults and hyperbolic

paraboloid roofs

9




CO2 Understand the principles of Analysis and Design

CO3 Design6 and and develop analytical skills

CO4 Summarize2 the performance of shells

CO5 Understand2 the concepts of energy principle

37

Text Books

Timoshenko; S. and Woinowsky-Krieger.W.;(1959). Theory of Plates and

Shells 2nd

Edition; McGraw-Hill Co.; New York.

Ramaswamy G.S. (1986). Design and Constructions of Concrete Shell

Roofs – CBS Publishers and Distributors – New Delhi.

Ugural; A. C. (1999). Stresses in Plates and Shells ; 2nd edition; McGraw-

Hill.

Reference

Books

R. Szilard; (1994) Theory and analysis of plates - classical and numerical

methods ; Prentice Hall.

Chatterjee.B.K. (1988). Theory and Design of Concrete Shell – Chapman &

Hall;New York-third edition.

38

CODE

DESIGN OF TALL STRUCTURES

Total

Lecture:45

Tutorial: 15

SE20M203 (LTP=3 – 1 – 0 = 4

Course Objectives

The objective of this course is to make students to learn principles of stability of tall

buildings.

To design the tall buildings for earthquake and wind resistance.

To evaluate the performance of tall structures for strength and stability.

UNIT CONTENTS HOURS

I

Design Criteria: Design philosophy; loading; sequential

loading; and materials – high performance concrete; fiber

reinforced concrete; lightweight concrete; design mixes.

Loading and Movement: Gravity loading: Dead and live load;

methods of live load reduction; Impact; Gravity loading;

Construction loads

9

II

Wind loading: static and dynamic approach; Analytical and

wind tunnel experimentation method. Earthquake loading:

Equivalent lateral force; modal analysis; combinations of

loading; working stress design; Limit state design; Plastic

design

9

III

Behavior of Various Structural Systems: Factors affecting

growth; Height and structural form; High rise behavior; Rigid

frames; braced frames; in-filled frames; shear walls; coupled

shear walls; wall-frames; tubular; cores; Futigger – braced

and hybrid mega system

9

IV

Analysis and Design: Modeling for approximate analysis;

accurate analysis and reduction techniques; analysis of

building as total structural system considering overall

integrity and major subsystem interaction; analysis for

member forces; drift and twist; computerized general three

dimensional analyses.

9

V

Stability of Tall Buildings: Overall buckling analysis

of frames; wall frames; approximate methods; second

order effects of gravity of loading; P-Delta analysis;

simultaneous first order and P-Delta analysis; Transnational;

Torsional instability; out of plum effects; stiffness of member

in stability; effect of foundation rotation. Structural elements:

sectional shapes; properties and resisting capacities; design;

deflection; cracking; pre-stressing; shear flow. Design for

differential movement; creep and shrinkage

effects;temperature effects and fire

9


39



skills

CO2 Understand2 the principles of strength and stability


CO4 Summarize2 the behavior of various structural systems

CO5 Understand2 the concepts of P-Delta analysis

Text Books

Taranath B.S; Structural Analysis and Design of Tall Buildings -

McGraw Hill

Wilf gang Schuller; High rise building structures - John Wiley

Bryan Stafford Smith & Alexcoull; Tall building structures Analysis

and Design -John Wiley

T.Y Lin & D.Stotes Burry; Structural concepts and system for

Architects and Engineers - John Wiley

Reference

Books

Lynn S.Beedle; (1999). Advances in Tall Buildings - CBS Publishers

and Distributors.

Dr. Y.P. Gupta Proceedings National Seminar on High Rise

Structures- Design and Construction practices for middle level

cities - New Age International Limited

40

DSE-III

CODE

THEORY OF PLASTICITY & FRACTURE

MECHANICS

Total

Lecture:45

Tutorial: 15

SE20M205 (LTP=3 – 1 – 0 = 4

Course Objectives


To compute the stress intensity factor; strain energy release rate; and the stress and

strain fields around a crack tip for linear and non linear materials.

Know experimental methods to determine the fracture toughness

Use the design principle of materials and structures using fracture mechanics

approaches

UNIT CONTENTS HOURS

I

Plasticity General concept; yield criteria; flow rules for

perfectly plastic and strain hardening materials – simple

applications; Theories of failure. Plasticity models for concrete 9

II

Linear Elastic Fracture mechanics

Basic modes of fracture; Griffith theory of brittle fracture;

Irwin’s modifications for elastic-plastic materials; theories of

linear elastic fracture mechanics; stress intensity factors;

fracture toughness testing

9

III

Elasto-plastic fracture mechanics

Crack-tip plasticity and in metals. Mixed mode problems and

evaluation of critical fracture parameters 9

IV

Fatigue damage theories;

Fatigue test; endurance limit; fatigue fracture under combined

loading; fatigue controlling factors; cumulative fatigue damage

concepts

9

V

Fracture of Concrete

Review of concrete behaviour in tension and compression;

Basic frameworks for modeling of quasi-brittle materials;

discrete crack concept/Smeared crack concept. FE Concepts

and applications.

9



CO1 Explain and Apply3 yield criteria & flow-rules

CO2 Design6 structures using fracture mechanics approaches

CO3 Apply3 principles of fracture mechanics

CO4 Solve3 problems related to plastic fracture mechanics

41

CO5 Understand6 About the Fracture of Concrete

Text

Books

Valliappan S. "Continuum Mechanics Fundamentals" (1982); Oxford IBH;

N D. New Delhi.

Broek; D.;(1987). "Elementary Engineering Fracture Mechanics"; 4th

edition;

Martinus Nijhoff.

Reference

Books

Venkataraman and Patel (1990). Structural Mechanics with introduction to

Elasticity and Plasticity – Mcgraw Hill.

T. L. Anderson; Fracture Mechanics- Fundamentals and Applications;

L.S.; Advanced Mechanics of Solids Tata McGraw-ltd.; New Delhi Hill

Publishing Co

42

CODE

EARTHQUAKE RESISTANT

STRUCTURES

Total

Lecture:45

Tutorial: 15

SE20M206 (LTP=3 – 1 – 0 = 4

Course Objectives

The objective of this course is to make students to learn principles of engineering

seismology.

To design the reinforced concrete buildings for earthquake resistance.

To evaluate the seismic response of the structures.

UNIT CONTENTS HOURS

I

Introduction to engineering seismology; Geological and

tectonic features of India; Origin and propagation of seismic

waves; characteristics of earthquake and its

quantification – Magnitude and Intensity scales; seismic

instruments. Earthquake Hazards in India; Earthquake Risk

Evaluation and Mitigation. Structural behavior under gravity

and seismic loads; Lateral load resisting structural systems;

Requirements of efficient earthquake resistant structural

system; damping devises; base isolation systems

9

II

The Response history and strong motion characteristics.

Response Spectrum – elastic and inelastic response spectra;

tripartite (D-V-A) response spectrum; use of response

spectrum in earthquake resistant design. Computation of

seismic forces in multi-storied buildings – using procedures

(Equivalent lateral force and dynamic analysis) as per IS-1893.

9

III

Structural Configuration for earthquake resistant design;

Concept of plan irregularities and vertical irregularities; Soft

storey; Torsion in buildings. Design provisions for these in IS-

1893. Effect of infill masonry walls on frames; modeling

concepts of infill masonry walls. Behaviour of masonry

buildings during earthquakes; failure patterns; strength of

masonry in shear and flexure; Slenderness concept of masonry

walls; concepts for earthquake resistant masonry buildings –

codal provisions

9

IV.

Design of Reinforced concrete buildings for earthquake

resistance-Load combinations; Ductility and energy absorption

in buildings. Confinement of concrete for ductility; design of

columns and beams for ductility; ductile detailing provisions as

per IS-1893. Structural behavior; design and ductile detailing

of shear walls.

9

V

Seismic response control concepts – Seismic demand; seismic

capacity; Overview of linear and nonlinear procedures of

seismic analysis. Performance Based Seismic Engineering

methodology; Seismic evaluation and retrofitting of structures.

9

43




CO2 Understand2 the principles of engineering seismology


CO4 Summarize2 the Seismic evaluation and retrofitting of structures

CO5 Understand2 the concepts of earthquake resistance of reinforced concrete

Buildings

Text

Books

Anil K. Chopra Dynamics of Structures-Theory and Application to

Earthquake Engineering 2nd

edition; Pearson Education.

Vinod Hosur; Earthquake Resistant Design of Building Structures ;

WILEY (india)

Duggal; Earthquake Resistant Design of Structures ; Oxford University

Press

Pankaj Agarwal; Manish Shrikande Earthquake resistant design of

structures PHI India

Reference

Books

IS – 1893 (Part I): 2002; IS – 13920: 1993; IS – 4326: 1993; IS-13828: 1993

Minoru Wakabayashi Design of Earthquake Resistant Buildings ; McGraw

Hill Pub.

T Paulay and M J N Priestley; Seismic Design of Reinforced Concrete and

Masonry Buildings ; John Wiley and Sons

44

CODE

STABILITY ANALYSIS OF STRUCTURES


Tutorial : 15

SE20M207 (LTP=3 – 1 – 0 = 4)

Course Objectives

The objective of this course is to make students to learn principles of stability of

structures.

To analyse the structural elements for stability.

To evaluate the use of strain energy in plate bending and stability.

UNIT CONTENTS HOURS

I

Beam – column – Differential equation. Beam column

subjected to (i) lateral concentrated load; (ii) several

concentrated loads; (iii) continuous lateral load. Application of

trigonometric series; Euler’s formulation using fourth order

differential equation for pined – pined; fixed – fixed; fixed –

free and fixed – pinned column.

9

II

Buckling of frames and continuous beams. Elastic Energy

method: Approximate calculation of critical loads for a

cantilever. Exact critical load for hinged – hinged column

using energy approach. Buckling of bar on elastic foundation.

Buckling of cantilever column under distributed loads.

Determination of critical loads by successive approximation.

Bars with varying cross section. Effect of shear force on

critical load. Column subjected to non – conservative follower

and pulsating forces

9

III

Stability analysis by finite element approach –deviation of

shape function for a two nodded Bernoulli– Euler beam

element (lateral and translation of) – element stiffness and

element geometric stiffness matrices – assembled stiffness and

geometric stiffness matrices for a discretised column with

different boundary condition – calculation of critical loads for

a discretised (two elements) column (both ends built in).

Buckling of pin jointed frames (maximum of two active DOF)

– symmetrical single bay portal frame.

9

IV

Lateral buckling of beams – differential equation –pure

bending – cantilever beam with tip load – simply supported

beam of I section subjected to central concentrated load. Pure

Torsion of thin – walled bars of open cross section. Non –

uniform Torsion of thin – walled bars of open cross section.

9

V

Expression for strain energy in plate bending with in plate

forces (linear and non – linear). Buckling of simply supported

rectangular plate – uniaxial load and biaxial load. Buckling of

uniformly compressed rectangular plate simply supported

along two opposite sides perpendicular to the direction of

9

45

compression and having various edge condition along the other

two sides



CO1 Achieve Knowledge of Design6

and development of problem solving skills

CO2 Understand2 the principles of strength and stability


CO4 Appraise5 the Stability analysis by finite element approach

CO5 Understand2 the concepts of Lateral buckling of beams

Text Books

Stephen P.Timoshenko; James M Gere; Theory of Elastic Stability -2nd

Edition; McGraw – Hill; New Delhi.

Robert D Cook et.al; Concepts and Applications of Finite Element Analysis -

3rd

Edition; John Wiley and Sons; New York.

S.Rajashekar; Computations and Structural Mechanics -Prentice – Hall; India

Reference

Books

Ray W Clough and J Penzien; Dynamics of Structures - 2nd Edition;

McGraw Hill; New Delhi

H.Zeiglar; Principles of Structural Stability -Blaisdall Publications

46

DSE-IV

CODE

DESIGN OF CONCRETE BRIDGES

Total Lecture

: 60

Theory : 45

Tutorial : 15

SE20M208

(LTP=3 – 1 – 0 = 4)

Course Objectives

The objective of this course is to make students to learn principles of Structural

Design.

To design different types of structures and to detail the structures.

To evaluate performance of the structures.

UNIT CONTENTS HOURS

I

Introduction: Historical Developments; Site Selection for

Bridges; Classification of Bridges Forces on Bridges. Bridge

substructures: Abutments; piers and wing walls Balanced

Cantilever Bridge: Introduction and proportioning of

components; Design of simply supported portion and design

of cantilever portion; design of articulation

9

II

Box Culvert: Different Loading Cases IRC Class AA

Tracked; Wheeled and Class A Loading; working out

the worst combination of loading; Moment Distribution;

Calculation of BM & SF; Structural Design of Slab Culvert;

with Reinforcement Details.

9

III.

T Beam Bridge Slab Design: Proportioning of Components

Analysis of interior Slab & Cantilever Slab Using IRC Class

AA Tracked; Wheeled Class A Loading; Structural Design

of Slab; with Reinforcement Detail. T Beam Bridge Cross

Girder Design: Analysis of Cross Girder for Dead Load &

Live Load Using IRC Class AA Tracked; Wheeled Class A

Loading A Loads; Structural Design of Beam; with

Reinforcement Detail.

9

IV

T Beam Bridge Main Girder Design: Analysis of Main

Girder for Dead Load & Live Load Using IRC Class AA

Tracked; Wheeled Class A Loading Using COURBON’S

Method; Analysis of Main Girder Using HENDRY-

JAEGER and MORICE-LITTLE Method for IRC Class AA

Tracked vehicle only; BM & SF for different loads;

Structural Design of Main Girder With Reinforcement

Details

9

V

PSC Bridges: Introduction to Pre and Post Tensioning;

Proportioning of Components; Analysis and Structural

Design of Slab; Analysis of Main Girder using

MCOURBON’s Method for IRC Class AA tracked vehicle;

Calculation of pre-stressing force; cable profile and

calculation of stresses; Design of End block and

9

47

detailing of main girder



CO1 Achieve Knowledge of Design6 and development of problem solving skills.

CO2 Understand2 the principles of optimization.

CO3 Design6and develop analytical skills.

CO4 Summarize2 the Linear; Non-linear and Geometric Programming

CO5 Understand2 the concept of Dynamic programming

Text Books

D Johnson Victor Essentials of Bridge Engineering -; Oxford & IBH

Publishing Co New Delhi

N Krishna Raju Design of Bridges ; Oxford & IBH Publishing Co New

Delhi

S P Bindra Principles and Practice of Bridge Engineering Dhanpat Rai &

Sons New Delhi

IRC 6 – 1966 Standard Specifications And Code Of Practice For Road

Bridges - Section II Loads and Stresses; The Indian Road Congress New

Delhi

IRC 21 – 1966 Standard Specifications And Code Of Practice For Road

Bridges -Section III Cement Concrete (Plain and reinforced) The Indian Road

Congress New Delhi IS 456 – 2000 Indian Standard Plain and Reinforced Concrete Code of

Practice - (Fourth Revision) BIS New Delhi

Reference

Books

IS 1343 – Indian Standard Prestressed Concrete Code of Practice - BIS

New Delhi

Raina V.K.; Concrete Bridge Practice - Tata McGraw Hill

Bakht B & Jaeggar; Bridge Analysis Simplified - McGraw Hill

Ponnuswamy. S; Bridge Engineering - Tata McGraw Hill.

Derrick Beckett; An Introduction to Structural Design of Concrete

Bridges - Surrey University Press

48

CODE

DESIGN OF INDUSTRIAL STRUCTURES

Total Lecture

: 60

Theory : 45

Tutorial : 15

SE20M209

(LTP=3 – 1 – 0 = 4)

Course Objectives

The objective of this course is to make students to learn principles of Design of

industrial building.

To design different components of industrial structures and to detail the structures.

To evaluate the performance of the Pre engineered buildings.

UNIT CONTENTS HOURS

I

Analysis of industrial building for Gravity and Wind load.

Analysis and design of framing components namely; girders;

trusses; gable frames

9

II

Analysis and design of gantry column (stepped column /

column with bracket); purlins; girts; bracings including all

connections.

9

III Analysis of transmission line towers for wind load and

design of towers including all connections.

9

IV

Forms of light gauge sections; Effective width computation

of unstiffened; stiffened; multiple stiffened compression

elements of cold formed light gauge sections. Concept of

local buckling of thin elements. Limiting width to thickness

ratio. Post buckling strength.

9

V

Concept of Pre- engineered buildings; Design of

compression and tension members of cold formed light

gauge sections; Design of flexural members (Laterally

restrained / laterally unrestrained).

9




skills.

CO2 Understand2 the industrial building and the components.


CO4 Summarize2 the principles of Structural Design and detailing

CO5 Understand2 the concept of Pre- engineered buildings.

49

Text Books

Bureau of Indian Standards; IS800-2007; IS875-1987; IS-801-1975.

Steel Tables; SP 6 (1) – 1984

N Subramanian- Design of Steel Structure oxford University Press

B.C. Punmia; A.K. Jain Design of Steel Structures ; Laxmi Publications;

New Delhi.

Reference

Books

Ramchandra and Virendra Gehlot Design of Steel Structures Vol 1 and

Vol.2; Scientific Publishers; Jodhpur

Duggal Limit State Design of Steel Structures TMH

50

CODE

ADVANCED DESIGN OF STEEL

STRUCTURES

Total Lecture

: 60

Theory : 45

Tutorial : 15

SE20M210

(LTP=3 – 1 – 0 = 4)

Course Objectives

This course will enable students to-

Understand the background to the design provisions for hot-rolled and cold-formed steel

structures; including the main differences between them.

Proficiency in applying the provisions for design of columns; beams; beam-columns.

Design structural sections for adequate fire resistance.

Understand Cold formed steel sections.

UNIT CONTENTS HOURS

I

Laterally Unrestrained Beams: Lateral Buckling of

Beams; Factors affecting lateral stability; IS 800 code

provisions; Design Approach. Lateral buckling strength of

Cantilever beams; continuous beams; beams with continuous

and discrete lateral restraints; Mono- symmetric and non-

uniform beams – Design Examples. Concepts of -Shear

Center; Warping; Uniform and Non-Uniform torsion

9

II

Beam- Columns in Frames: Behaviour of Short and Long

Beam - Columns; Effects of Slenderness Ratio and Axial

Force on Modes of Failure; Biaxial bending; Strength of

Beam Columns; Sway and Non-Sway Frames; Strength and

Stability of rigid jointed frames; Effective Length of

Columns-; Methods in IS 800 - Examples

9

III

Steel Beams with Web Openings: Shape of the web

openings; practical guide lines; and Force distribution and

failure patterns; Analysis of beams with perforated thin and

thick webs; Design of laterally restrained castellated beams

for given sectional properties; Vierendeel girders (design for

given analysis results)

9

IV

Cold formed steel sections: Techniques and properties;

Advantages; Typical profiles; Stiffened and unstiffened

elements; Local buckling effects; effective section

properties; IS 801& 811 code provisions- numerical

examples; beam design; column design.

9

V

Fire resistance: Fire resistance level; Period of Structural

Adequacy; Properties of steel with temperature; Limiting

Steel temperature; Protected and unprotected members;

Methods of fire protection; Fire resistance ratings-

Numerical Examples.

9


51


CO1 Understand2 about the Laterally Unrestrained Beams

CO2 Understand2 about the analysis of Beam- Columns in Frames

CO3 Understand2 about the Design

6 Steel Beams with Web Openings

CO4 Understand2 about the Cold formed steel sections

CO5 Understand2 about the idea of Fire resistance

Text Books N. Subramanian; Design of Steel Structures ; Oxford;IBH

Duggal.S.K.; Design of Steel structure

Reference

Books

IS 1641; 1642;1643

IS 800: 2007; IS 811

INSDAG Teaching Resource Chapter 11 to 20: www.steel-insdag.org

52

CODE

STRUCTURAL SOFTWARE


Practical : 30

SE20M204

(LTP=0 – 0 – 8= 4)

Course objectives:

The objective of this course is to make students to learn principles of design of

experiments.

To investigate the performance of structural elements.

To evaluate the design & analysis of Different RCC Member.

EXPERIMENT

NO.

CONTENTS HOURS

I Introduction of E-Tab Software 2

II Material properties on E-Tab Software 2

III Definition & Sizing of Elements on E-Tab Software 3

IV Supports 3

V Loading 3

VI Load Combinations 3

VII Analysis Options 3

VIII Post-Analysis Checks by E-Tab Software 3

IX Reinforced Concrete Design Module by E-Tab

Software 4

X Reinforced Concrete Design Module by E-Tab

Software 4



CO1 Achieve Knowledge of Design6 and development of experimenting

skills.

CO2 Understand2 the principles of design of experiments.


53

COURSE

CODE PROJECT BASED LEARNING-II Total Lecture:30

Practical:30

PB20M201 (LTP=0-0-4=2)

Learning

Objectives:

Integrating the knowledge and skills of various courses on the basis of multidisciplinary projects

Develop the skill of critical thinking and evaluation.

To develop 21st century success skills such as critical thinking; problem

solving; communication; collaboration and creativity/innovation among

the students.

To enhance deep understanding of academic; personal and social development in students.

Employ the specialized vocabularies and methodologies.

Course Outcome

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

CO1 Apply

3a sound knowledge/skills to select and develop their topic and

project respectively.

CO2 Develop6 plans and allocate roles with clear lines of responsibility and

accountability.

CO3 Design6 solutions to complex problems following a systematic

approach like problem identification; formulation and solution.

CO4 Collaborate6 with professionals and the community at large in

written and in oral forms.

CO5 Correlate4the knowledge; skills and attitudes of a professional.

General

Guidelines:

PBL will be an integral part of UG/PG Programs at different levels.

Each semester offering PBL will provide a separate Course Code; two credits

will be allotted to it.

Faculty will be assigned as mentor to a group of 30 students minimum by HoS.

Faculty mentor will have 4 hours/week to conduct PBL for assigned students.

Student will select a topic of their choice from syllabus of any course offered in

respective semester (in-lines with sustainable development goals).

Student may work as a team maximum 3 or minimum 2 members for single topic.

For MSE; student’s performance will be assessed by panel of three experts

either from other department/school; or from same department/school based on

chosen topic. This will be comprised of a presentation by student followed by viva-

voce. It will be evaluated for 30 marks.

20 marks would be allotted for continuous performance assessment by concerned guide/mentor.

For ESE; student will need to submit a project report in prescribed format; duly

signed by concerned guide/mentor and head of the school. The report should be

54

comprised of following components:

1. Introduction

2. Review of literature

3. Methodology

4. Result and Discussion

5. Conclusion and Project Outcomes

6. References

Student will need to submit three copies for

1. Concerned School

2. Central Library

3. Self

The integrity of the report should be maintained by student. Any malpractice

will not be entertained.

Writing Ethics to be followed by student; a limit of 10 % plagiarism is permissible. Plagiarism report is to be attached along with the report.

Project could be a case study/ analytical work /field work/ experimental work/

programming or as per the suitability of the program.

55


Syllabus

for

MTech


III & IV Semester


56

MOOC-1/ MOOC-2

Total Lecture:

Practical:60

(LTP=0-0-8=4)

Learning

Objective:

Integrating the knowledge and skills of

various courses available in online mode.

Develop the skills of critical thinking and

evaluation.

To make students to learn themselves by

choosing the course as per there area of

interest.

CONTENTS HOURS

General

Guidelines: This course creates an excellent opportunity

for students to acquire the necessary skill set

for research; employability through massive

open online courses (MOOCs) where the rare

expertise of world famous experts from

academics and industry are available.

The basket for MOOCs will be a dynamic one;

as courses keep on updating with time.

In this semester 8 credits will have to be

acquired with online courses (MOOCs).

Students will have to complete 2 MOOC’s of

their choice in the third semester.

The MOOC-1 and MOOC-2 each carries

internal marks of 50; which will be attained

after he/she gets the MOOC certificate for

which he/she got himself/herself enrolled. For

end sem evaluation a Viva-Voce examination

shall be conducted and it will carrie 50 marks.

60

57

GUIDELINES FOR M. TECH. DISSERTATION/ THESIS

Phase-1

Every candidate shall be required to submit a thesis or dissertation on a topic approved by

the Dissertation Review Committee (DRC).

A Dissertation Review Committee shall be constituted with the Head of the Department

as Chairperson; Dissertation Supervisor and one senior faculty member of the

Department offering the M. Tech. programme.

Candidate has to present in Dissertation Work Review I; in consultation with his

Dissertation Supervisor; the title; objective and plan of action of his dissertation work to

the Dissertation Work Review Committee (DRC) for approval within four weeks from

the commencement of Second year First Semester. The Dissertation Work Review I

carries internal marks of 100. Evaluation should be done by the DRC for 50 marks and

the Supervisor will evaluate the review for the other 50 marks. Only after obtaining the

approval of the DRC can the student initiate the Dissertation work.

If a candidate wishes to change his/her supervisor or topic of the dissertation; he/she can

do so with the approval of the DRC. However; the DRC shall examine whether or not the

change of topic/supervisor leads to a major change of his initial plans of dissertation

proposal. If yes; his/her date of registration for the dissertation work starts from the date

of change of Supervisor or topic as the case may be.

A candidate shall submit his dissertation progress report in two stages at least with a gap

of three months between them.

The work on the dissertation shall be initiated at the beginning of the II year and the

duration of the dissertation is two semesters. A candidate is permitted to submit thesis

only after successful completion of all theory and practical courses with the approval of

DRC not earlier than 40 weeks from the date of approval of the dissertation work. For the

approval of DRC the candidate shall submit the draft copy of thesis to the Head of the

Department and make an oral presentation before the DRC.

The Dissertation Work Review II in II Year III Sem. carries internal marks of 100.

Evaluation should be done by the DRC for 50 marks and the Supervisor will evaluate the

work for the other 50 marks. The Supervisor and DRC will examine the Problem

58

Definition; Objectives; Scope of Work; Literature Survey in the same domain and

progress of the Dissertation Work. A candidate has to secure a minimum of 70% of

marks to be declared successful in Dissertation Work Review II. If he fails to obtain the

minimum required marks; he has to reappear for Dissertation Work Review-II as and

when conducted.

One paper in third semester has to be published in any one journal of UGC care;

SCOPUS or SCI.

After successful completion of Dissertation Work Review II; it will be further

adjudicated by an external examiner selected by the University. For this; the Principal of

the College/School/Institute shall submit name of examiners from among the list of

experts in the relevant specialization as submitted by the supervisor concerned and Head

of the Department. It will carries external marks of 200.

Phase-2

The Dissertation Work Review III in II Year IV Sem. carries 250 internal marks.

Evaluation should be done by the DRC for 125 marks and the Supervisor will evaluate it

for the other 125 marks. The DRC will examine the overall progress of the Dissertation

Work and decide whether or not the Dissertation is eligible for final submission. A

candidate has to secure a minimum of 70% of marks to be declared successful in

Dissertation Work Review III. If he fails to obtain the required minimum marks; he has to

reappear for Dissertation Work Review III as and when conducted. For Dissertation

Evaluation (Viva Voce) in II Year II Sem. there are external marks of 250 and it is

evaluated by the external examiner. The candidate has to secure a minimum of 50%

marks in Dissertation Evaluation (VivaVoce) examination.

One paper in fourth semester has to be published in any one journal of UGC care;

SCOPUS or SCI.

Dissertation Work Reviews II and III shall be conducted in phase I (Regular) and Phase

II (Supplementary). Phase II will be conducted only for unsuccessful students in Phase I.

The unsuccessful students in Dissertation Work Review II (Phase II) shall reappear for it

at the time of Dissertation Work Review III (Phase I). These students shall reappear for

Dissertation Work Review III in the next academic year at the time of Dissertation Work

59

Review II only after completion of Dissertation Work Review II; and then Dissertation

Work Review III follows. The unsuccessful students in Dissertation Work Review III

(Phase II) shall reappear for Dissertation Work Review III in the next academic year only

at the time of Dissertation Work Review II (Phase I).

After approval from the DRC; a soft copy of the thesis should be submitted for

ANTIPLAGIARISM check and the plagiarism report should be submitted to the

University and be included in the final thesis. The Thesis will be accepted for

submission; if the similarity index is less than 30%. If the similarity index has more than

the required percentage; the student is advised to modify accordingly and re-submit the

soft copy of the thesis after one month. The maximum number of re-submissions of thesis

after plagiarism check is limited to TWO. The candidate has to register for the

Dissertation work and work for two semesters. After three attempts; the admission is

liable to be cancelled. The college authorities are advised to make plagiarism check of

every soft copy of theses before submissions.

Three copies of the Dissertation thesis certified by the supervisor shall be submitted to

the College/School/Institute; after submission of a 2 research paper related to the

dissertation work in a UGC care; SCOPUS or SCI journal. A copy of the submitted

research paper shall be attached to thesis.

The thesis shall be adjudicated by an external examiner selected by the University. For

this; the Principal of the College/School/Institute shall submit a panel of three examiners

from among the list of experts in the relevant specialization as submitted by the

supervisor concerned and Head of the Department.

If the report of the external examiner is unsatisfactory; the candidate shall revise and

resubmit the Thesis. If the report of the examiner is unsatisfactory again; the thesis shall

be summarily rejected. Subsequent actions for such dissertations may be considered; only

on the specific recommendations of the external examiner and /or Dissertation work

Review Committee. No further correspondence in this matter will be entertained; if there

is no specific recommendation for resubmission.

If the report of the examiner is satisfactory; the Head of the Department shall coordinate

and make arrangements for the conduct of Dissertation Viva- Voce examination. The

Dissertation VivaVoce examination shall be conducted by a board consisting of the

60

Supervisor; Head of the Department and the external examiner who adjudicated the

Thesis; with an external marks of 250. The candidate has to secure a minimum of 50% of

marks in Dissertation Evaluation (Viva-Voce) examination.

Documents

SANJEEV AGRAWAL GLOBAL EDUCATIONAL (SAGE) UNIVERSITY