AMRAVATI PROPOSED CURRICULUM 2019 - GCOEA

6)

GOVT. COLLEGE OF ENGINEERING,AMRAVATI

DEPARTMENT OF APPLIED MECHANICS

PROPOSED CURRICULUM

For

M. TECH. (Structural Engineering)

2019- 2020

MTech Structural Engineering Curriculum effective from August 2019

Specialization : STRUCTURAL ENGINEERING

PROGRAM EDUCATIONAL OBJECTIVES

l. Post graduates will as competent structural engineer by acquiring state ofthe art

knowledge in structural analysis and design of various structural systems'

2. Post graduate will be capable ofhandling complex structural systems using latest anal)'tical

and design techniques and software.

3. Post graduate will have professional and ethical attitude blended with communication skill

renderin'g himself as a team member as well as leader and have capability and spirit oflifelong learning to cope for global trends

PROGRAM OUTCOMES (POs):

l. Apply the knowledge of science, mathematics, and engineering principles for

developing problem solving attitude

2. Identify, formulate and solve engineering problems in the domain of structural

engineering field.

3. Use different software tools for Analysis and Design structural engineering domain.

4. Design and conduct experiments' analyses and interpret data, for development of

simulation experiments.

5. Function as a member ofa multidisciplinary team w'ith sense ofethics, integrity and

social responsibilitY

ffi,MTech Structural Engineering Curriculum effective from August 2 019/

b!a-

oN

h!

Eo,!o,)

.0,

E

UhD

o

bD

G

L

!'.F

v

l..l

L

!a

F2

C r-

OO CO

OO

CO a O\o

O

O\o;lO\o O\o O\o O\o

=O O c

al

:l,1

irl O

e.la-rl

3E'i,ii

Z,

.E6l

9

z

=!

!

-o

;_>

o(hEo5cECq

-9 oorE.^'=

'O d)oo5E0J oo

=fi

Za

q,

ot!E

o0o

o.-oJ

cEo)

U)

;aoO.:E-

9LIlQ

a.l

I!O

t!(, O

\o

I!U

a.l

E

o

r.

U i.,I,.]

o'ol<U

al

\c)

b!6

o\oN

br

q)

C)

l-(Jo0

Lo

oo

rI]

F

4ffi

U)f-la;)UF

tr

FU)

JariFUf.l.]ri2

fr

FaJ

-

Hi,

IE]

r-]

e

alrla&D

I

D

o

o()

a0)

!)

oo

!!

Jo0

0,)

Eo.

ooo

o

ooo

c-OE=a-Y(t .Y 0)C)OO

Z=;oJu)z9v2i;J9)

c0OtL

0)d)E

otr:Z

(,)

=-t.9()'o\a! bI)

!ho

adQ tr.l

-o

o

c0

't

o-(n

.E

0)q)

€.2d)tr

Ltl

uo

=E_,"-=:=o --i2.! &rL.= q

oi^*(!

- ='*di:/:

A "' 't-

O 3i L,-

cEa(,c

tr

E

UC

-a

Il, ,a

o-'oaEc.0)

=

=a-o

ao-

aoo

.qF U.cF

,')

ocn

ra

oo

o.

o,aN

b!

ol-q)

o,)

E

(Jb!

(u

bo

lI']

L

h.F

(\I

OO

OO O

F

I-l,'li

O

O OLQ

\o O\ol,ari

O\o

aF

O

a

r! tq)

Friaz

O O O O

al \o ialF

€

-l6lq/

5'

al =

.J

a0!

FJ

r.E

l-L

L

Qe

z

=roa'c.= i)czooLr. Lr.l

.9E

o=5o=a

ct!.9qJG,o(Ec)6i.ct)?a

0)

Edc[o

booEEo

.E

(oOJ

0)G,

-iq).9

(o

-otlJ

.E

a

o)

=.q

(\(\ElO

a.l

rr)(.)

at

r!Q

alrllU

\oa!

I!(,

Eo-

2r.la

E'

U(Jo-

Uo-

Uo-

i! (J-)o-

.=E

a=

o

tit-

ta

F

-b a.l

O

O\o

O

-!aq o,

(r<LL

(\l

rllU

a.lc!-!a

3

\oo)bo

o-

o'oN

oo

troLo,)

4)

E

Uoo

o

OD

(!

o)FE

/

,v

ari

FQri-]ri2

ill*

FaJ

a.l

tiU

E]

FUE]Jl.l2

.oo5riiJ ll, 1o'EE ==3chooELr- ', AIqB=Y-0)L

'oo!)Y<^=::'tlo=voJfvco!-Eo0=i\onA I.-A<ar

aa

=9!3

b 5i'A+otn'b=rr>\

a-=oE.qd,u r- or) (E

adtzooooP.cEeooo0bo!on)o.)<ooo<mCJO

=N:Ea

(.)er.lzri

:- -?ar i:r trF - >'.gt €5.q6H^eE_vvc-o0.^!! ^ ;,)!Oio*--Xi.v-vd{s€;;g;e.a':=-a*'-Etl;saE.;qI! * ooX E - :

Y&,8'E:d_>E9p;z=b{EEHEE-19o.-ri.=etrqOE;!,-E<.=--:tr.:-EiH:$es$:;GEE;E?-2Z(JO2

atd

F(,rdJHztd

Fa

tiQ

l.l

I

ri2

s35.=6

FUAo?EE49oti.,E.e.q;"'oqE:<gQnV,EgE!E=nUS€Er*o>(FZzs:oo >, 1h0(uEFq)o<da<EoL.rO

LI

af-I

FUf-lJl-lzil

fL

FaJ

U

E'

L

L

oq)

o)

a)

3

q)

F

q)

t-

EN

bD

o

E]

L

La

F2

LU

O

OO O O

:ari6t- I

OO

tari \o \o a.l

H,

e

a

l-l Lq)

F

O al

Fa.t

€..l

-!.9 c,'

e<Ll-

C.'] al

-u.!lo5-r:D

ab!

q)

F

Lq,

t- l-

U

q)

z

(.)

12glE

bno

0,)

a)

t!

o.lo

oo

aEa

o

!!(-)

a.l

:EU)

c.t

r!U

oF

2E]a

.J

o!g-tli i.:.,]

v?F

co(uEO(!

N

o4

a&

ts

E

Uoo

L

oo

t!(n

q)F

g

Lq)

t

l-

t-

F

Q

OF

c.l ala,-

a.t

CO(\l

cl

l- I

t,ari

tia

.J

a

CN

ri

F

a.lF

alc..l

6aJ

9->,,r.

.=g:f ,,

a g -o)9 >-: 9- irr t

q)

ac,

F

oo

a.2

tso

o

q)

(.)

z t-

a.l

t!(J

t)

It-

U

tr.9

.9o

L

5Ia)

U

2a

/

Department of APPlied Mechanics

Equivalence Scheme

Programme Name: M. Tech. (Structural Engineering)

Course in old Scheme Equivalence course in new scheme

1

CreditCourse code with Name of

course (new)tCredCourse code with Name ofcourse(old)

Sr.

No.

lNumericalMethods ForStructural

CEP IJ3

Eng ineering

4EngineeringMathematics

SHP IOII

3

Program ElectiveI -Theory ofPlates & Shells

CEP134(F)

4Theory of Plates

& ShetlsCEP IOI

2

3

Program ElectiveI- ComputerMethods Of

Anal stsLStructural

cEP 134(c)

4ComputerMethods OfStructuralAnalysis

CEP I 023

34AdvancedStructuralAnalysis

CEP I3I

Advanced

Structural

AnalysisCEU IO3

4

.)cEP 232 I StructuralDynamics

4CEP IO75

lCEP I354CEP I056

2Seminar I

CEP I06,7

3CEP 20I

CEP I36

CEP 23I

uivalenceNo

I

4

4

En rneenn

FEM inStructural

Finite ElementMethod

Advanced design

of Steel & RC

structures

CEP 202r0

(>

StructuralDynamics

Lab Practice-ILab P ractice-I

Seminar I

9

@

Course in old Scheme

Sr.

No.Course code with Name ol

course(old)Credit

Course code with Name of'course (new)

ll CEP 208Theory ofElasticity andPlasticity

.+

CEP I32

Advanced SolidMechanics

-)

12

CEP2O4

(A)Elective-lPrestressedConcrete

J

t3cEP 204(

B)

t4cEP 204(

c)

Elective-lStructuralStabilit)Elective-lExperimentalStress Analysis

l

4

.l

No l: u ivalence

cEP 331(

A)

CEP I34(B)

J

t5CEP 205

(A)

Elective-llEanhquakeResistantStructures

4CEP 233

EarthquakeResistantStructures

3

t6cEP 205(

B)

Elective II -Design olEnvironmentalStructures

.l

No Lq u ivalence

\7cEP2Os (

c) Soil Structurelnterastion

cEP 234(

G)

Program Electivell- Soil structureInteraction

l

ru cuP 206

l9 CEP 207

lice -l I

CEP 236

l0CEP 332

LaI

CEP 235

Sta I

Serninar II

bPr

20 CEP 30I Dissertation Phase

I

l

r0

)

2t CEP 40I Dissertation PhaseII

30CEP 432

DissertationStage II

t6

22

73

24

No Equivalence

No Equivalence

No EquivalenceSHP32 I Open L lective

SIIP 12I Audit Course I

l!4.!hResearchSTII']] I

odolu

0

lJ

J

w&\o

Lab Practice-ll

Scminar Il

fEquivalence course in new scheme

Cred it

Program ElectiveII I- Design ofPrestressedConcreteStructuresProgram Electivel- Theory ofStructuralstability

lDlssertatto"

Course in old Scheme

Sr.

No.

Course code with Name ofcourse(old)

CreditCourse code with Name of

course (new)Credit

25 No EquivalencecEPl34(A)

Program Elective[-Theory and

Applications ofCement

Composites

)

26 No Equ ivalencecEP 134(D)

Program Elective

l: Structural

Health

Monitoring

J

27 No Equ ivalenceProgram Electivel:StructuralcEPr34(E)o tlmrzatton

J

No Equ ivalence CEP 234(A)

Program Elective

II: Advanced

Steel Design

)

29 No Equivalence CEP 234(B)

Program ElectiveI[: Design ofFormwork

J

30 No Eq u ivalence

Program Electivc

II: Design of

High Rise

Structures

CEP 234(c)

-)

3t No Equ ivalence

Program Elective

ll: Design olCEP 234

(D) Maso n ry

Structures

No Equivalence CEP 234(E)

Program Elective

[[: Design of

Advanced

Structures

3

Ecluivalence course in nerv scheme

y43l

J

Equivalence course in new schemeCourse in old Scheme

CreditC-ourse code with Name ofcourse (new)CreditCourse code with Name o I.

course(old)Sr.

No.

JProgram Elective

ll: Advanced

Design of

Foundations

cEP 234(F)No Equivalence

-)

CEP 234(H)No Equivalence34

J

CEP 33I(B)No Equivalence

JProgram Elective

lll: Fracture

Mechanics of

Concrete

Structures

CEP 33I(c)No Equ ivalence36

JProgram Elective

II t: Design ol

Plates and Shells

CEP 33I(D)No Equivalence37

Prof. P.S

M.Tech. ::m .S.K .Hirde Dr atewar

HEAD APPlied Mechanics DePt' Chairman. BOS

Copy to Dr. Wagh Member Secretary Senate Govt' College of tngineering Amravati

\2

Program Elective

Il: Design of

lndustrial

Structu re

--Program

Elective ll t:

Analysis ol

Laminatedl

I Composite Platesl

33

35

CEP 13I: ADVANCED STRUCTURAL ANALYSIS

Teaching Scheme : 03 L + 00 T Total= 03 Credits: 03

Evaluation Scheme: 30 MSE + 10 TA + 60 ESE Total Marks: 100

Duration of ESE: 3 hrs.

Course Objectives:

I. To study analysis of Virendeel Girder and Plane Frames using Cantilever Moment Distribution

Il. To study analysis of beams on elastic foundation, beams curved in plan, and beams subjected

to torsion

III. To study analysis of multistory frames by Approximate Methods

IV To study applications ofEnergy Theorems and Rayleigh-Ritz Method in structural analysis

Syllabus Contents:

. Cantilever moment distribution method:Application to parallel chord Virendeel girder,

rigid jointed plane frames by cantilever moment distribution method

o Beams on elastic foundation: Goveming differential equation, solution for finite and

infinite beams, energy methods

. Approximate methods of analysis: a) Portal Method, b) Cantilever Method, c) Factored

Method.

o Analysis ofbeams curved in plan.

. Energ theorems:Energy and complementary energy, total potential energy of structures,

minimum potential energy theorem,

o Rayleigh-Ritz approach:Application to beams using power series and trigonometric series.

. Torsion: Saint Venant torsion theory, membrane analogy, torsion of thin walled open

section, pure twist of thin walled tubes of one cell and multiple cells, Shear center of Thin

walled beam section

Course Outcomes:

,3

. On successful completion of this course students will be able too CEPI3l.l analyzeVirendeel Girder and Plane Frames using Cantilever Moment

Distribution.o CEP l3 I .2 analyzebeams on elastic foundation, beams curved in plan, and beams subjected to

torsion

r CEPI3l .3analyzemultistory frames using Portal Method, Cantilever Method and Factor

Method

o CEPl3l.4 apply Energy Theorems and Rayleigh-Ritz Method in structural analysis

4*-

Recommended Books:

l. Basic Structural Analysis. Reddy C. S.,2ndedition, Tata McGraw Hill, New Delhi,

l. 2004.

2. Energy Principles ofsrructural Mechanics, T. R. Taucher, 2nd edition., McGraw- Hill, 1974

3. Advanced Mechanics of Material, R. D. cook and w. c. Young,2nd edition., Prentice - Hall

lnc., 1999

4. Intermediate Structural Analysis, Wang, C. K., International Edition, McGraw Hill

5. Inc, 1983

6. Elementary Structural Analysis, Utku, Norris and Wilbur, 4rr' edition' McGraw Hill

7. lnc, l99l structural Analysis, R. c. Hibbler,4o edition, Prentice Hall oflndia Pvt., Ltd.

Publications,l999

4,t+

CEP 132: ADVAI\ICED SOLID MECHANICS

Teaching Scheme : 03 L + 00 T Total= 03

Evaluation Scheme: 30 MSE + l0 TA + 60 ESE


Credits:03

Total Marks: 100

Course Objectives

To Define and lllustrate Elastic and Plastic behavior of material and associated

terms.

To Solve 2-D and 3-D state of Stress and strain problems in Elasticity

To Choose appropriate coordinate system viz. Cartesian coordinate system or

Polar coordinate system and to solveelasticity problems

To identify suitable Yield criteria to represent plastic behaviourTo establish plastic stress strain relations

IV.

COT,IRSE CONTENTS:

Elastic behaviour of engineering materials: Stress and strain, Components olstress and

strainsin three-dimensional structural nrodel. Generalized Hook's law, Elastic constants

Plane stress and plane strain problems in elasticity: Principal stresses and principal

strains, Compatibility of stress and strains, Equilibrium equations and compatibility

equations, Boundary conditions, Stress function, End effects, Saint Venant principle,

solution of problems by polynomials, Determination of displacements, Solutions of

simple problems of flexure of two-dimensional structures. Solutions of problems in

Fourier series

General equations in polar coordinates: Stress distribution symmetrical about axis,

Strain components in polar coordinates, Stresses in circular disc, Concentrated loads and

couples on structures and surfaces.

Differential equations of equitibrium: conditions of compatibility in three dimensional

stress field, principles of superposition, strain energy theorems, Castigliano theorem,

principle of virtual work. Uniqueness of solutions

Basic experiments: monotonic tension and compression test, loading-unloading

reloading types, loading-unloading reverse loading type, their observations, definitions of

nominal stress, strain, true stress, natural strain etc. and their relations, Bauschinger's

effects, strain hardening, stress-strain curves, their empirical equations.

ls

I.

lt.II I.

qy

j

Stress and strain tensors: Principal stresses and strains, stress and strain invariants,

maximum and octahedral shear stresses and strains, stress and strain deviator tensor

Definition of yield criteria:on ll-plane, C -curve etc.. various yield criteria like

Rankines, Saint-Venant's, Trescas and Von mises and their two dimensional

representation.

Subsequent yield surfaces: lsometric and kinematic hardening, plastic work, Prandtl-

Renss equations, plastic stress-strain relations.

Course Outcomes:

o On successful completion of this course students will be able to

o CEPl32.l define and lllustrate Elastic and Plastic behavior of material and associated

terms.. CEP|32.2 solve 2-D and 3-D state of Stress and strain problems in Elasticity

o CEPI32.3 choose appropriate coordinate system viz. Cartesian coordinate system or

Polar coordinate system and to solve elasticity problems

c CEP|32.4 identify suitable Yield crileria to represent plastic behaviour

o CEPl32.5 establish plastic stress strain relations

| . I .Theory of Elasticity, Timoshenko and Goodier, 3rd edition, McGraw-Hill lntemational

Book Company, 1995

2. Plasticity, Theory and Application, Alexander Mendeson. Macmillan. 1968

3. Applied Elasticity, Chi Teh Wang, McGraw-Hill Book Company, 1953

4. Elasticity in Engineering, Emest E Sechler, Dover Publications, 1952

5. Engineering Plasticity, R. Calladine, Pergamon Press, 1968

6. Plasticity for Structural Engineers. W.F. Chen and D. J. Han. Springer- Verlag, 1987

7. Theory of Plasticity, J Chakrabarti, I st Edition, McGraw-Hill Book Company, 1988

Recommended Books:

&tb

SHP IlI: NUMERICAL METHODS FORSTRUCTURAL ENGINEERING


f,valuation Scheme: 30 MSE + l0 TA + 60 ESE Total Marks: 100


CoursEObjectfves:

l. To understand the numerical techniques to solve simultaneous equations, ordinarydifferential equation and definite integrals.

ll. To analyze the industrial problems with the help ofoptimization techniques.

III. To understand the numerical techniques to solve partial differential equation.

lV. To impart the knowledge ofnumerical techniques to linear algebra.

Course Contents:

. Fundamentals of Numerical Methods:o Error analysis: absolute, relative and percentage error.. Solution of algebraic and transcendental equations: Newton Raphson method,

Regula-falsi method , simultaneous non linear equations using NeMonRaphsonmethod;Solution of linear system ofequations by Gauss elimination method,

Gauss Siedal method. Gauss Jordan method.

Numerical differentiation and integration:Numerical differentiationby NeMon'sforward difference formula, NeMon's divided difference formula, Numerical integration

byTrapezoidal rule, Simpson'sonethirdandthreeeighthrule,Weddle'srule.

Numerical solution of ordinary differential equation:Taylor's series method,Euler'smethod, Euler's modified method,numerical solution of l't,2nd order & two simultaneous

I'r order differential equations by RungeKutta method of 4th order.

Elements of matrix algebra: Standard & general Eigen value problem, Power iterationmethod, Jacobi method

Numerical solution of partial differential equations:

Solution of boundary value problems

i)i', *?', -oand ii)*.*=-t,,.r, using Liebmann's process.dr' ay' e' ay'

Solution of boundary value problems

iiit a', -, dlr lyy la ^, C'z usins Benders iteration orocess.A Ax'

Course Outcomes:

On successful completion of this course students will be able to

CEP I 33. I apply the numerical techniques to solve simultaneous equations, ordinary differential

equation and definite integrals.

6-t74

cEpl33.2 analyze the industrial problems with the help of optimization techniques.

CEP I 33.3 apply the numerical techniques to solve partial differential equation'

CEPl33.4 apply the knowledge of numerical techniques to linear algebra'

Recommended Books:

I . Theory and Problems in Numerical Methods, T.Veerarajan and T Ramchandran, Tata

McGraw-Hi11.2004

2.AnlntroductiontonumericalAnalysisbyAtkinsonK.E.'J.Wileyandsons,l9893. Theory and problems of Numerical Analysis by Scheid F',McGraw Hill book

company(Shaum series)l 988'

4. Introductory methods of Numerical Analysis by S.S.Sastry,Prentice HalI of India,1989

5. Higher Engineering Mathematics, B.S.Grewal, 6th edition, Khanna Publication' 'NewDelhi, 1976.

lB4 ry

Cf,P I34 (A)- THEORY AND APPLICATIONS OF CEMENT COMPOSITE

Teaching Scheme r g3 1+ 00 T Total= 03 Credits: 03

Evaluation Scheme: 30 MSE + l0 TA + 60 ESE Total Marks: 100


Course Objectives

I. To study various composite materials, their mechanical behavior and theories applicable to

such materials.

II. To study micro and macro mechanical behavior of cement composites used in practice.

III. To study the applications of cement composites in modern construction industry.

IV. To analyze and design structural elements made ofcement composites.

Course Contents:

Introduction: Classification and Characteristics of Composite Materials- Basic

Terminology, Advantages. Stress-Strain Relations- Orthotropic and Anisotropic

Materials, Engineering Constants for Orthotropic Materials, Restrictions on Elastic

Constants, Plane Stress Problem, Biaxial Strength, Theories for an Orthotropic Lamina.

Mechanical Behaviour: Mechanics of Materials Approach to Stiffness- Determination

of Relations between Elastic Constants, Elasticity Approach to Stiffness- Bounding

Techniques of Elasticity, Exact Solutions - Elasticity Solutions with Continuity, Halpin,

Tsai Equations, Comparison ofapproaches to Stiffness.

Cement Composites: Types of Cement Composites, Terminology, Constituent Materials

and their Properties, Construction Techniques for Fibre Reinforced Concrete -

Ferrocement,SlFCON, Polymer Concretes, Preparation of Reinforcement, Casting and

Curing.

Mechanical Properties of Cement Composites:Behaviorof Ferro cement, Fiber

ReinforcedConcrete in Tension, Compression, Flexure, Shear, Fatigue and Impact,

Durability and Corrosion.

Application of Cement Composites: FRC andFenocement- Housing, Water Storage,

Boats andMiscellaneous Structures. Composite Materials- Orthotropic and Anisotropic

behaviour,Constitutive relationship, Elastic Constants.

/14ft-

Analysis and Design of Cement Composite Structural Elements -Ferrocement'

SIFCONandFibre Reinforced Concrete.

Course Outcomes

On successful completion ofthis course students will be able to

CEP 134(A).1 understand the characteristics of composites and classify them according to

orthotropic and anisotropic behavior.

CEP 134(A).2 understand micro and macro- mechanical behavior ofcement composites.

CEP 134(A).3leam the various applications of cement composites in modem construction

industry.

CEP 134(A).4 apply design procedures to structural elements made up olcement composites.

Reference Books:

l. Mechanics of Composite Materials. Jones R. M,, 2naEd., Taylor and Francis,BSP Books,

1998.

2. Ferro cement - Theory and Applications. Pama R. P., IFIC, 1980.

3. New Concrete Materials, Swamy R.N., l.tEd., Blackie, Academic and Professional,

Chapman & Hall, 1983.

&,,e

CEP I34 (B) - THEORY OF STRUCTURAL STABILITY




Credits:03

Total Marks: 100

Course Objectives:

I. To determine stability of columns and frames

II. To determine stability of beams and plates

lll. To use stability criteria and concepts for analyzing discrete and continuous systems.

Course Contents:

o Criteria for Design of Structures: Stability, Strength, and Stiffness, Classical Concept

of Stability of Discrete and Continuous Systems, Linear and nonlinear behavior.

o Stability of Columns:Axial and Flexural Buckling, Lateral Bracing ofColumns,

Combined Axial, Flexural and Torsion Buckling.

. Stability of Frames: Member Buckling versus Global Buckling, Slenderness Ratio of

Frame Members.

o Stability of Beams: lateral torsion buckling.

o Stability of Plates: axial flexural buckling, shear flexural buckling, buckling under

combined loads.

. Introduction to Inelastic Buckling and Dynamic Stability.

Course Outcomes:

On successf'ul completion of this course students will be able to

. CEP I 348.1 Determine stability of columns and frames

o CEP I 348.2 Determine stability of beams and plates

. CEP 1348.3 Use stability criteria and concepts for analyzing discrete and continuous

systems.

Reference Books:

g- E4

Course Objectives:

I. To study analysis ofthe skeleton structures.using flexibility method.

II. To study use of direct stiffness method in analysis of the skeleton structures and

understanding its limitations. To study analysis of the skeleton structures usingmember approach of stiffness method.

III. To understand application of finite difference method to beam bending problems.

Course Contents:

Flexibility method (Structure approach): Flexibility coefficients, physical Meaning,

basic determinate or released structure, choice of redundant, Geometrical compatibility

conditions, Matrix formulations, Hand Solution of simple problems on truss. Beams,

plane rigid jointed frames without axial deformation

Stiffness methods (structure approach): Stiffness co-efficient, restrained structure,

Unknown displacements, Joint equilibrium conditions, Hand solution of simple

problems on beam, plane rigid jointed frames without axial deformation.

Stiffness methods (member approach):General strategy,stiffness matrix assembly

process, structure stiffness matrices, hand solution of simple problems on beam, plane

rigid jointed frames without axial deformation.

Stiffness Method applied to Large Frames: Local Coordinates and Clobal Coordinates,

Forces and displacement referred to member and structure axes, Memory problems in

large structural systems: Incore and outcore Techniques, half band storage and solution,

SK line storage and solution. Tri-diagonalisation, partial and full block elimination. Tape

operations, frontal technique. Sub-structure method.

Finite Difference Method:Application of finite difference method to beam bending

problems

&

l. Theory of elastic stability, Timoshenko and Gere, Tata Mc Graw Hill,l98l

2. Principles of Structural Stabilitl, Theory, Alexander Chajes, Prentice Hall, New Jersey.

3. Structural Stability of columns and plates, Iyengar, N. G. R., Eastern west press Pvt' Ltd.

4. Strength of Metal Structures.Bleich F. Bucking, Tata McGraw Hill, New York.

CEP 134 (C) - Computer Methods of Structural Analysis


Evaluation Scheme:30 MSE + 10 TA + 60 ESE Total Marks: 100


"'2-

Computer Programs: (FORTRAN/C Language)Flow chart and computer programs for member based stiffness method - Datapreparations, Various altemative, Displacement code, half band width, calculation offorces.

Course Outcomes:


CEPl33.l analyze the skeleton structures using flexibility method.

CEPI33.2 analyze the skeleton structures using structure approach and member approach ofstiffness method.

CEPl33.3 determine deflection in beams using finite difference method.

Recommended Books:

l. Matrix Methods of Structural Analysis, Dr A.S. Meghre and S. K. Deshmukh, CharotarPublishing House, Anand, India, 2003.

2. Structural Analysis, A Matrix Approach: G. S. Pandit and S. P. Gupta, Tata McGrow HillPublishing Company Limited, New Delhi, 1986.

3. Analysis of framed structures: James M. Gere and William Weaver Jr., D Van NostrandCompany Inc., Affiliated East West Press Pvt. Ltd., 1965.

4. Matrix, Finite Element, Computer and Structural Analysis: M. Mukhopadhyay, ThirdEdition, Oxford & IBH publishing Co. Pvt. Ltd. 1993.

*

23

I

CEP I34 (D) STRUCTURAL HEALTH MONITORING


Evaluation Scheme: 30 MSE + 10 TA + 60 ESE


Credits:03

Total Marks: 100

Structural Health: Factors affecting Health of Structures. Causes of Distress, Regular

Maintenance.

Structural Health Monitoring: Concepts, Various Measures. Structural Safety in

Alteration.

Structural Audit:Assessment ofH€alth ofStructure. Collapse andlnvestigation,

Investi gationManagement, SH M Procedures.

Static Field Testing: Types ofStatic Tests. Simulation and Loading Methods, sensor

systems andhardware requirements,Static Response Measurement.

Dynamic Field Testing: Types ofDynamic Field Test. Stress History Data, Dynamic

ResponseMethods, Hardware for Remote Data Acquisition Systems, Remote Structural

Health Monitoring.

Introduction to Repairs andRehabilitations olStructures: Case Studies (Site Visits),

piezo--electric materials and other smart materials, electro-mechanical impedance (EMI)

technique,adaptations of EM I technique.

4Arf

Course Objectives:

I. To diagnosis the distress in the structure understanding the causes and factors.

II. To assess the health of structure using static field methods.

Ill. To assess the health of structure using dynamic field tests.

lV. To suggest repairs and rehabilitation measures ofthe structure

Course Contents:

Course Outcomes:


. CEP I 34D.I Diagnosis the distress in the structure understanding the causes and factors.

. CEP 134D.2 Assess the health of structure using static field methods.

. CEP I 34D.3 Assess the health of structure using dynamic field tests.

. CEP 134D.4 Suggest repairs and rehabilitation measures ofthe structure

Reference Books:

I . Structural Health Monitoring, Daniel Balageas, Claus_PeterFritzen, Alfredo Giiemes,

John Wiley and Sons, 2006.

2. Health Monitoring of Structural Materials and Components Methods with Applications,

Douglas E Adams, John Wiley and Sons, 2007.

3. Structural Health Monitoring and Intelligent Infrastructure, Voll, J. P. Ou, H. Li and Z.

D. Duan, Taylor and Francis Group, London, UK, 2006.

4. Stnrctural Health Monitoring with Wafer Active Sensors, Victor Giurglutiu, Academic

Press Inc, 2007.

*.

o<-

CEP I34 (E) -STRUCTURAL OPTIMIZATION



Duration of ESE,: 3 hrs,

Course Objectives

I. To learn basic concept of optimization and use variational principle for optimization in

structural engineering.

IL To study various optimization methods.

III. To apply suitable optimization method to the problems of trusses and frames.

Course Contents:

o Introduction: Simultaneous Failure Mode andDesign, ClassicalExtemalProblems.

o Calculus ofVariation: Variational Principles withConstraints,

o Linear Programming, lnteger Programming, Nonlinear Programming, Dynamic

Programming,

o Geometric ProgrammingandStochastic Programming.

. Applications: Structural Steel andConcrete Members. Trusses andFrames.

. Design: Frequency Constraint, Design ofuayouts.

On successful completion of this course.students will be able to

CEP I 34(E).1 understand the use of variational principle for optimization in structural

enginCEP 134(E).2 comprehend various optimization methods.

CEP 134(E).3 apply linear programming and geometric programming methods for

optimization of trusses and frames.

Course Outcomes

ry&6

Credits:03

Total Marks: 100

Reference Books:

I . Elements of Structural Optimization. tlaftka. Raphael T., Giirdal. Zafer. Springer.

2. Variational methods for Structural optimization, Cherkaev Andrej, Springer

cEp 134 (F) - THEORY OF THIN PLATES AND SHELLS



Duration of ESE: 3 hrs,

Course Objectives:

I. To use analyical methods for the solution ofthin plates and shells.

Il. To use analltical methods for the solution ofshells.

III. To apply the numerical techniques and tools for the complex problems in thin plates.

lV. To apply the numerical techniques and tools for the complex problems in shells.

Course Contents:

o Plates: Classification-Thin and thick plates, small and large deflections, Assumptions in

theory of thin plates with small deflection, Coveming Differential equation in Cartesian

coordinates, moment curvature relations, stress resultants.

o Rectangular plates: Navier solution for plates with all edges simply supported, Distributed

loads, Point loads, rectangular patch load, Green firnction.

. Rectangular plates: Levy's nrethod, Distributed load, line load

. Energy method: Minimum potential theorem, Rayleigh-Ritz approach for simple cases.

o Circular Plates: Governing differential equation in Polar coordinates, Axi-symmetric

situation, moment curvature relations, simply supported and fixed edge, distributed load, line

load, linearly varying load.

. Shells: Introduction to thin shell theory, classification on shell geometry, equation to shell

surfaces, stress resultants, stress-displacement relations, compatibility Conditions,

equilibrium equations.

o Circular cylindrical shells: Membrane theory

o Bending theory for circular-cylindrical shell: Design procedure

o Shell of revolution: Membrane theory, spherical and conical shells with axisymmetric

loading.

o Simple methods: Analysis and design for conical and hyperbolic paraboloid shells

Course Outcomes:


CEP l34F.l Use analyical methods for the solution of thin plates and shells.

ffi-Lf4

CEP I 34F.2 Use analytical methods for the solution of shells.

CEP 134F.3 Apply the numerical techniques and tools for the complex problems in thin plates.

CEP 134F.4 Apply the numerical techniques and tools for the complex problems in shells.

Recommended Books

l. Theory of Plates and Shells, S. P. Timoshenko and W. Kriger, 2na edition, TMH,

l. 1987.

2. Elementary Theory of Plates, L. G. Jaeger, Macmillan, 1964.

3. Analysis of Plates, Szilard Rudolp, PHI, 1974

4. Design and Construction ofConcrete Shell Roofs, G. S. Ramaswamy, CBS, 1986.

4e8z

CEP I35 - LAB PRACTICE- I

Teaching Scheme: 06 P Total:06 Credit

Evaluation Scheme: Internal = 50 External = 50

03

Total Marks: 100

LAB PRACTICE- I

Course Objectives:

I. To design high grade concrete and study the parameters affecting its performance.

Il. To conduct Non Destructive Tests on existing concrete structures.

III. To apply engineering principles to understand behavior of structural/ elements.

List of Experiments/Assign ments:

L Study of stress-strain curve ofhigh strength concrete, Conelation between cube strength,

cylinder strength, split tensile strength and modulus of rupture.

2. Effect ofcyclic loading on steel.

3. Non-Destructive testing ofexisting concrete members.

4. Behavior of Beams under flexure, Shear and Torsion.

Course Outcomes:

On successful completion ofthis course students will be able too CEP 135.1 Design high grade concrete and study the parameters affecting its

performance.

. CEP 135.2 Conduct Non Destructive Tests on existing concrete structures.

o CEP 135.3 Apply engineering principles to understand b€havior ofstructural/ elements.

Online sources

o l.httos://www.nde-ed.orq

o 2. https://www.youtube.com/walch?v=.lGOnbwxPiFA

a1

%-

CEP I36 - SEMINAR-I

Teaching Scheme: 04 P Total O4Credit: 02Evaluation Scheme: Internal : 50 Total Marks: 50

Course Objectives:I. To review the literature(research papers, relevant books and internet) to identifu topic

from structural engineering.ll. To develop technical repon writing skills.lll. To improve the presentation skills on technical matters.

IV. To enhance critical thinkingabilities.

lndividual srudenrs are retluired to choose a topic ol their interest liom related topics to the

stream of specialization. preferabli t'rcur outsidc the I\1. I'ech- curliculum. 'fhe students arercquiled to revic* litcrature on th. topic and dslivcr scrninar. ,4. c,onrmittec consisting ofat leastthree'faculty. nrembers (preltrabll: specialized in the lespective streanr headed by HOD whereinguide should be onc ol'the mernbers) shall assess the prescntation ol'the seminar and awardrnarks to thc studcnls bascd on nre'rils of krpic ol' prcsentation. Each stLrdcnt shall submit trvocopies of a report ot'seminar. -l'he

senrinar report shall not have any plagiarized oontent (allsoLrrces shall he propcrll. citetl or acknowledgcd). Onc copy shall bc returned to the student alterdull certit_ring it b) rhe chainran ofthe assessing committee and the other shall bc kept in thedepartnental litrrarl. lnternal continuous assessnrcnt marks are a*ardetl based on the relevanceol'the topic. prcscnta(iorl skill. clualitv ol'thc repon and participation. [t is encouraged to dosinrulations,l experin')enlat ion related trr the choscn topic and present the results at the end of thesentester.

Course Outcomes:


CEPl36.l review the literature(research papers. relevant books and internet) to identifo topicfrom structural engineering.CEPl36.2 develop technical report writing skills.CEPl36.3 improve the technical presentation skills.CEPI 36.4 enhance critical thinkingabilities.

ec

ry

Teaching Scheme: 00TH + 00 T Total = 00Evaluation Scheme: 00 MSE + 70 f,SEDuration of ESE: 3 hrs.

Credit :0Total Marks: 70

(A)ENGLISH FOR RESEARCH PAPER WRITING

Course Objectives:

Students will be able to:

I . Understand that how to improve your writing skills and level of readability

2. Leam about what to write in each section

3. Understand the skills needed when writing a Title

4. Ensure the good quality ofpaper at very first-time submission

Course Contents:

Planning and Preparation, Word Order, Breaking up long sentences, Structuring Paragraphs

and Sentences. Being Concise and Removing Redundancy, Avoiding Ambiguity and

Vagueness

Clarifying Who Did What, Highlighting Your Findings, Hedging and Criticising, Paraphrasing

and Plagiarism, Sections ofa Paper, Abstracts. Introduction

Review ofthe Literature. Methods. Results, Discussion. Conclusions, The Final Check.

key skills are needed when writing a Title, key skills are needed when writing an Abstract, key

skills are needed when writing an Introduction, skills needed when writing a Review oftheLiterature,

skills are needed when writing the Methods, skills needed when writing the Results, skills are

needed when writing the Discussion, skills are needed when writing the Conclusions

useful phrases, how to ensure paper is as good as it could possibly be the first- timesubmission

Reference Books:

l. Goldbort R (2006) Writing for Science, Yale University Press (available on Google Books)

2. Day R (2006) How to Write and Publish a Scientific Paper, Cambridge University Press

3. Highman N ( 1998), Handbook of Writing for the Mathematical Sciences, SIAM.

4. Adrian Wallwork , English for Writing Research Papers, Springer New York DordrechtHeidelberg London, 201 I

3f

SHPI2I - AUDIT COURSE

z// +

(B) DISASTER MANAGEMENT

Course Objectives:

Students will be able to:

l. Leam to demonstrate a critical understanding ofkey concepts in disaster risk reductionand humanitarian response.

2. Critically evaluate disaster risk reduction and humanitarian response policy and practicefrom multiple perspectives.

3. Develop an understanding ofstandards of humanitarian response and practical relevancein specific types ofdisasters and conflict situations.

4. Critically understand the strengths and weaknesses ofdisaster management approaches,

5. Planning and programming in different countries, particularly their home country or thecountries they work in

Course Contents:Introduction

Disaster: Definition, Factors And Significance; Difference Between Hazard And Disaster;Natural And Manmade Disasters: Difference, Nature, Types And Magnitude.

Repercussions Of Disasters And Hazards: Economic Damage, Loss Of Human And AnimalLife, Destruction Of Ecosystem.

Natural Disasters: Earthquakes, Volcanisms, Cyclones, Tsunamis, Floods, Droughts AndFamines, Landslides And Avalanches, Manmade disaster: Nuclear Reactor Meltdown,Industrial Accidents, Oil Slicks And Spills, Outbreaks Of Disease And Epidemics, War AndConflicts.

Disaster Prone Areas ln IndiaStudy Of Seismic Zones; Areas Prone To Floods And Droughts,Landslides And Avalanches; Areas Prone To Cyclonic And Coastal Hazards With SpecialReference To Tsunami; Post-Disaster Diseases And Epidemics

Disaster Preparedness And ManagementPreparedness: Monitoring Of Phenomena Triggering A Disaster Or Hazard; Evaluation OfRisk: Application Of Remote Sensing, Data From Meteorological And Other Agencies, MediaReports:

Govemmental And Community Preparedness

Risk Assessment

Disaster Risk: concept And Elements, Disaster Risk Reduction, Global And National DisasterRisk Situation. Techniques of Risk Assessment, Global co-operation In Risk AssessmentAnd Waming, People's Participation In Risk Assessment. Strategies for Survival.

Disaster Mitigation

534 t

Meaning, Concept And Strategies Of Disaster Mitigation, Emerging

Trends In Mitigation. Structural Mitigation And Non-Structural

Mitigation, Programs Of Disaster Mitigation In India.

REFERENCES:

l. R. Nishith, Singh AK, "Disaster Management in India: Perspectives' issues and strategies

"'New Royal book Company.

2. Sahni, Pardeep Et.Al. (Eds.)," Disaster Mitigation Experiences And Reflections",Prentice Hall Of India. New Delhi.

3. Goel S. L. , Disaster Administration And Management Text And Case Studies" ,Deep &Deep Publication Pvt. Ltd., New Delhi.

tuSr!'z

(C)SANSKRIT FOR TECHNICAL KNOWLED(;E

Course 0bjectives:l. To get a working knowledge in illustrious Sanskrit, the scientific language in the world2. Leaming of Sanskrit to improve brain functioning3. Learning of Sanskrit to develop the logic in mathematics, science & other subjects

enhancing the memory power

4. The engineering scholars equipped with Sanskrit will be able to explore the huge

knowledge from ancient literature

Course Contents:

o Alphabets in Sanskrit,o Past/Present/FutureTense,o Simple Sentences

o Order. lntroduction ofrootso Technical information about Sanskrit Literatureo TechnicalconceptsofEngineering-Electrical, Mechanical,

Architecture. Mathematics

Course Outcomes:Students will be able to

l. Understand basic Sanskrit language

2. Ancient Sanskrit literature about science & technology can be understood

3. Being a logical language will help to develop logic in students

References:

I . "Abhyaspustakam" - Dr.Vishwas, Samskrita-Bharti Publication, New Delhi

2. "Teach Yourself Sanskrit" Prathama Deeksha-VempatiKutumbshastri, Rashtriya Sanskrit

3. Sansthanam, New Delhi Publication

4. "lndia's Glorious Scientific Tradition" Suresh Soni, Ocean books (P) Ltd., New Delhi.

-qa4

8-

(D)VALI.JE EDUCATION

Course Objectives:Students will be able to

l. Understand value ofeducation and self- development

2. Imbibe good values in students

3. Let the should know about the importance ofcharacter

. Importance of cultivation ofvalues.

. Sense ofduty. Devotion, Self-reliance. Confidence. Concentration. Truthfulness,Cleanliness.

. Honesty, Humanity. Power of faith, National Unity.o Patriotism. Love for nature ,Discipline

o Personality and Behavior Development - Soul and Scientific attitude.Positive Thinking. Integ ty and discipline.

o Punctuality, Love and Kindness.o Avoid fault Thinking.o Free from anger, Dignity oflabour.o Universal brotherhood and religious tolerance.o True friendship.. Happiness Vs suffering, love for truth.. Aware of self-destructive habits.. Association and Cooperation.. Doing best for saving nature

o Character and Competence -Holy books vs. Blind faith.o Self-management and Good health.. Science of reincarnation.. Equality, Nonviolence, Humility, Role of Women.o All religions and same message.

o Mind your Mind, Self-control.o Honesty, Studying effectively


l. Knowledge of self-development

2. Leam the importance of Human values

3. Developing the overall personality

& 36

Course Contents:

o Values and self-development -Social values and individual attitudes. Work ethics,lndian v ision of humanism.

o Moral and non- moral valuation. Standards and principles.. Value judgements

82

References

I . Chakroborty, S.K. "Values and Ethics for organizations Theory and practice", OxfordUniversity Press, New Delhi

4&.

Course Objectives:

Students will be able to

l. Review existing evidence on the review topic to inform programme design and policy makingundertaken by the DflD. other agencies and researchers.

2. Identify critical evidence gaps to guide the development.

Course Contents:

o Introduction and Methodology:

o Aims and rationale, Policy background, Conceptual framework and

terminology

o Theories of leaming, Curriculum, Teacher education.

. Conceptual framework, Research questions.

. Overview ofmethodology and Searching.

. Thematic overview: Pedagogical practices are being used by teachers in

formal and informal classrooms in developing countries.

o Curriculum. Teacher education.

o Evidence on the effectiveness ofpedagogical practices

o Methodology for the in depth stage: quality assessment of included studies.

. How can teacher education (curriculum and practicum) and the school

r curriculum and guidance materials best support effective pedagogy?

. Theory olchange.

o Strenglh and nature ofthe body ofevidence for effective pedagogical practices.

. Pedagogic theory and pedagogical approaches.

o Teachers' attitudes and beliefs and Pedagogic strategies.

o Professional development: alignment with classroom practices and follow-up support

. Peer support

. Support from the head teacher and the community.

Curriculum and assessment

6 AB

(E) PEDAGO(;Y STUDIES

. Barriers to leaming: limited resources and large class sizes

o Research gaps and future directions

o Research design

. Contexts

. pedagogy

o Teacher education

. Curriculum and assessment

o Dissemination and research impact.

Course Outcomes:Students will be able to understand:

l. What pedagogical practices are being used by teachers in formal and informal classroomsin developing countries?

2. What is the evidence on the effectiveness ofthese pedagogical practices, in whatconditions, and with what population of leamers?

3. How can teacher education (curriculum and practicum) and the school curriculum andguidance materials best support effective pedagogy?

References

I . Ackers J, Hardman F (2001) Classroom interaction in Kenyan primary schools, Compare,3t (2):245-261.

2. Agrawal M (2004) Curricular reform in schools: The importance ofevaluation, Joumal of3. Curriculum Studies, 36 (3):361-379.

4. Akyeampong K (2003) Teacher training in Ghana - does it count? Multi-site teachereducation

5. Research project (MUSTER) country report l. London: DFID.

6. Akyeampong K, Lussier K, Pryor J, Westbrook J (2013) lmproving teaching and leamingof

7. Basic maths and reading in Africa: Does teacher preparation count? Intemational Joumal

8. Educational Development,33 (3):272182. Alexander RI (2001) Culture and pedagogy:Intemational comparisons in primary education.

9. Oxford and Boston: Blackwell.

10. Chavan M (2003) Read India: A mass scale, rapid, 'leaming to read' campaign.

I I . www.pratham.org/images/resourc eYo2\w orkingo/o1}papero/o2l2.pdf .

314

fi-

(F)STRESS MANAGEMENT BY YOGA

Course ObjectivesI . To achieve overall health of body and mind

2. To overcome stress

o Definitions ofEight parts ofyog ( Ashtanga )

o Yam and Niyam

Do's and Don'ts's in life.

i) Ahinsa, satya, astheya, bramhacharya and aparigraha

ii) Shaucha, santosh, tapa, swadhyay, ishwarpranidhan

o Asan and Pranayam

i) Various yog poses and their benefits for mind & body

ii) Regularization ofbreathing techniques and its effects-Types of pranayam

Course Outcomes:Students will be able to:

l. Develop healthy mind in a healthy body thus improving social health also

2. Improve efficiency

References

l. 'Yogic Asanas for Group Tarining-Part-1" :Janardan Swami Yogabhyasi Mandal, Nagpur

2. "Rajayoga or conquering the lnternal Nature" by Swami Vivekananda, AdvaitaAshrama(Publication Department), Kolkata

W4c

Course Contents

(G)PERSONALITY DEVELOPMENT THROUGH LIFEENLIGHTENMENT SKILLS

Course Objectives

L To leam to achieve the highest goal happily

2. To become a person with stable mind, pleasing personality and determination

3. To awaken wisdom in students

Course Contents

Neetisatakam-Holistic development of personality

o Verses- 19,20,21,22 (wisdom)

o Verses- 29,31,32 (pride & heroism)

o Verses- 26,28,63,65 (virtue)

o Verses- 52,53,59 (dont's)

o Verses- 7l,73,75,78 (do's)

. Approach to day to day work and duties.

o Shrimad BhagwadGeeta : Chapter 2-Verses 41,47,48,

. Chapter 3-Verses 13,21, 27,35, Chapter 6-Verses 5,13,17,23,35,

. Chapter l8-Verses 45,46,48.

. Slatements of basic knowledge.

r Shrimad BhagwadGeeta: Chapter2-Verses 56,62,68

o Chapter I 2 -Verses 13, 14, I 5, l6,l 7, l8

o Personality of Role model. Shrimad BhagwadGeeta:

Chapter2-Verses I 7, C hapter 3 -Verses 36,37,42,

o Chapter 4-Verses 18, 38,39

4t

fr-

t- Chapterl8 - Verses 37,38.63


l. Study of Shrimad-Bhagwad-Ceeta will help the student in developing his personality and

achieve the highest goal in life

2. The person who has studied Geeta will lead the nation and mankind to peace and

prosperity

3. Study ofNeetishatakam will help in developing versatile personality ofstudents.

References

l. "Srimad Bhagavad Cita" by Swami SwarupanandaAdvaita Ashram (Publication

2. Department), Kolkata

3. Bhartrihari's Three Satakam (Niti-sringar-vairagya) by P.Gopinath,

4. Rashtriya Sanskrit Sansthanam, New Delhi.

kFt-/

( H ) CONSTITUTION OF INDIA

Course Objectives:

Students will be able to:I Understand the premises informing the twin themes of liberty and freedom from a

civil rights perspective.2 To address the growth of lndian opinion regarding modern Indian intellectuals,

Constitutional role and entitlement to civil and economic rights as well as the emergenceof nationhood in the early years of lndian nationalism.

3 To address the role ofsocialism in India after the commencement ofthe BolshevikRevolution in l9l 7 and its impact on the initial drafting ofthe Indian Constitution.

I History of Making of the Indian Constitution:HistoryDrafting Committee. (Composition& Working)

2Philosophy of the Indian Constitution:PreambleSalient Features

3 Contours of Constitutional Rights & Duties:liFundamental Rightsl-l Right to Equality-Right to Freedom

Right against Exploitation! Right to Freedom of ReligionI Cultural and Educational Rights!Right to Constitutional RemediesL Directive Principles of State Policy!l Fundamental Duties.

40rgans of Governance:! Parliament!Composition- Qualifi cations and Disqualifi cations

F13

g

[l Powers and Functions!Executive!PresidentllGovernor!Council of MinistersnJudiciary, Appointment and Transfer of Judges, Qualifications! Powers and Functions

5 Local Administration:!District's Administration head: Role and Importance.! Municipalities: Introduction, Mayor and role of Elected Representative, CEO ofMunicipal Corporation.: IPachayati raj: Introduction, PRI: ZilaPachayat.!Elected officials and their roles, CEO ZilaPachayat: Position and role.E Block level: Organizational Hierarchy (Different departments),t-Village level: Role of Elected and Appointed officials,I Importance of grass root democracy6 Election Commission:! Election Commission: Role and Functioning.!Chief Election Commissioner and Election Commissioners.I State Election Commission: Role and Functioning.f l lnstitute and Bodies for the welfare of SC/ST/OBC and womgn.

Course Outcomes:Students will be able to:L Discuss the groMh of the demand for civil rights in India for the bulk of Indians before thearrival oI Gandhi in Indian politics.2. Discuss the intellectual origins ofthe framework ofargument that informed theconceptualizationof social reforms leading to revolution in lndia.3. Discuss the circumstances surrounding the foundation of the Congress Socialist Party [CSP]under the leadership ofJawaharlal Nehru and the eventual failure ofthe proposal ofdirectelections through adult suffrage in the Indian Constitution.4. Discuss the passage ofthe Hindu Code Bill of 1956.

Suggested readingI . The Constitution of India. 1950 (Bare Act), Government Publication.2. Dr. S. N. Busi, Dr. B. R. Ambedkar framing of lndian Constitution, lst Edition,20l5.3. M. P. Jain, Indian Constitution Lau,,7th Edn., Lexis Nexis, 2014.4. D.D. Basu, Introduction to the Constitution of lndia. Lexis Nexis.20l5.

tt+

&

CEP23I : FINITE ELEMENT METHOD IN STRUCTURAL ENGINEERING



Duration ofESE: 3 hrs.

Course Objectives

I. To provide fundamental concepts of finite element method.

II. To leam the theory and characteristics offinite elements that represents engineering

structures.

lll. To apply finite element solution to structural engineering problem.

IV. To use Finite element analysis program/ software.

Course Contents:

. Introduction: History andApplications. Spring andBar Elements, Minimum Potential

Energy Principle, Direct Stiffness Method, Nodal Equilibrium equations, Assembly of

Global Stiffness Matrix, Element Strain andStress.

. Beam Elements: Flexure Element, Element Stiffness Matrix, Element Load Vector.

o Method of Weighted Residuals: CalerkinFinite Element Method, Application to

Structural Elements, Interpolation Functions, Compatibility andCompleteness

Requirements, Polynomial Forms, Applications.

&4rI

r Types:Triangular Elements. Rectangular Elements, Three-Dimensional Elements,

Isoparametric Formulation, Axi-Symmetric Elements, Numerical Integration, Gaussian

Quadrature.

. Application to Solid Mechanics: Plane Stress, CST Element, Plane Strain Rectangular

Element, Isoparametric Formulation of the Plane Quadrilateral Element, Axi- Symmetric

Stress Analysis, Strain and Stress Computations.

. Computer Implementation of FEM procedure, Pre-Processing, Solution, Post-

Processing, Use of Commercial FEA Software.

Course Outcomes

. On successful completion olthis course students will be able to

. CEP 23 I . understand the concept behind the formulation method in FEM.

. CEP 231.2 identify the application and characteristics offinite elements such as beam,

bar, plane and isoparametric elements.

o CEP 231 .3 derive constitutive relations and solve structural engineering problem.

o CEP 231 .4 execute the finite element analysis program/ software.

Reference Books:

I . Finite Element Analysis, Seshu P., Prentice-Hall of India,2005.

2. Concepts and Applications of Finite Element Analysis, Cook R. D., Wiley J., New York,

1995.

3. Fundamentals of Finite Element Analysis, Hutton David, Mc-Graw Hill, 2004.

4. Finite Element Analysis, Buchanan G.R., Mccraw Hill Publications, New York, 1995.

5. Finite Element Method, Zienkiewicz O.C. & Taylor R.L. Vol. I, II & III, Elsevie

ry

4e

/

CEP232 : STRUCTURAL DYNAMICS




Credits:03

Total Marks: 100

Course Objectives

l. To define and understand Single Degree of Freedom (SDoF) System, MultiDegree ol Freedom (MDoF) System and associated terms.

II. Analyse and find response of Damped and Un-damped Single Degree of Freedom

system using numerical and classical methods.

III. To demonstrate behaviour of Damped and Un-damped Multi Degree Freedom

System and derive its response in frequency and time domain.

IV. To derive response ofcontinuum system

.COURSE CONTENTS:

Single degree freedom system: Free vibrations, damped free vibrations, critical

damping, and response, periodic loading expressed in harmonics, dynamic load factor

Single degree freedom system: Response to impulsive loading, rectangular, triangular

pulses, Duhamel Integral, Response to general dynamic loading, Numerical schemes such

974%

Multi-degree freedom system: stiffness and flexibility approaches, Lumped-mass

matrix, free vibrations fundamental Frequencies and mode shapes, orthogonality ofmodes, numerical schemes to find mode shapes and frequencies.

Multi degree freedom systems3 response to dynamic loading, Formulations of equations

of motion, normal coordinates mode superposition method, modal matrix, numerical

scheme of Wilson and Newmark.

o Distributed systems: lree vibrations of uniform beams, differential equation and

Solution, boundary conditions, finite difference solution. finite element, Ritz approach,

free vibrations of simply supported plate. (Transverse vibrations)

Course Outcomes:

o On successful completion of this course students will be able too CEP232.| To define and understand Single Degree of Freedom (SDoF) System, Multi

Degree ofFreedom (MDoF) System and associated terms.. CEP232.2 analyse and find response of Damped and Un-damped Single Degree of

Freedom system using numerical and classical methods.o CEP232.3 demonstrate behaviour of Damped and Un-damped Multi Degree Freedom

System and derive its response in frequency and time domain.c CEP232.4 derive response ofcontinuum system

Reference Books:

l. Dynamics of Structures, Clough R. W. and Penzien J., Mc Graw Hill.2. Structural Dynamics andlntroduction to Earthquake Engineering, Chopra A. K.

3. Vibration ofstructures - Application in Civil Engineering Design, Smith J. W.

Chapman and Hall.

4. Dynamics of Structures, Humar J. L., Prentice Hall.

5. Structural Dynamics - Theory andComputation, paz Mario, CBS publication.

6. Dynamics ofstructures, Hart and Wong.

4z

as Wilson-Theta, Newmark-Beta, constant linear acceleration, time domain and

frequency domain analysis.

ry

CEP233 : EARTHQUAKERESISTANT STRUCTUR-ES




Course Objectives:

I. To understand seismology and seismic codes.

II. To conceptualize earthquake resistant design of structure.

III. To study analysis, design and detailing of earthquake resistant reinforced concretebuildings.

Course Contents:

Seismology: Causes of Earthquake, the Earth and its interior, Circulations, plate

tectonics, faults, seismic waves, Strong ground motions, characteristics of strong ground

motions. Measurement of Earthquake: Magnitude, Intensity, Richter scale measurement

ofearthquake, accelerograph, accelerogram, wave measuring instruments, other modem

methods ofearthquake measurement. Recording and analysis ofearthquake records,

Numerical Problems

Indian Seismic Codcs:

r Seismic zones in India, Seismic design philosophy for buildings, I.S. - 1893: 2016 (Part

I), Structural response to earthquake, Seismic analysis of multistoried building frames by

equivalent static analysis, response spectrum analysis and elastic time history analysis.

Numerical Problems

. Study of l.S. - I 893: 2016 (Part I I): Introduction to Seismic Analysis of Water Tanks.

. Earthquake Resistant Design of Structures: Concept, Earthquake Resistant Planning

of structures: Guidelines for achieving efficient earthquake resistant building, l.S.

selection of sites, importance of architectural features in earthquake resistant building,twisting of building, geotechnical design considerations.

. Reinforced Concrete Buildings: Seismic effects, resistance and ductile detailing in RC

building elements: Beams, Columns, Beam-Column joints, Footing, Shear Walls. (No

mathematical treatment), Seismic design considerations for open ground storey, Short

column effect. Special aspects in multistoried buildings, Structural response to

earthquake (No mathematical treatment). Ductile detailing using IS- l 3920: 201 5, Design

strategy, stren$h, ductility of reinforced concrete members. (No mathematical

treatment). Elasto-Plastic analysis ofstructures, Introduction to NONLIN software

Course Outcomes:

o On successful completion of this course students will be able too CEP233.l understand seismology and seismic codes.

1

fi4z

. CEP233.2 conceptualize earthquake resistant design ofstructure.o CEP233.3 analyze, design and detailing of earthquake resistant reinforced concrete

buildings.

Reference Books:

f. IS 1893:2016, Criteria for Earthquake Resistant Design ofStructures, Part l, Bureau ofIndian Standards, New Delhi, 201 6.

2. IS 13920: 201 5, Ductile Detailing of Reinforced Concrete Structures subjected to Seismicforces - Code ofpractice, Bureau oflndian Standards, New Delhi, 1993.

3. Earthquake Design Practice for buildings, Davide Key, Thomas Telford Ltd., London, Firstedition, 1988.

4. Seismic Design of Reinforced Concrete and Masonry Buildings, Paulay, T., M.J.N. Priestley,John Willey and Son's Publications, First edition ,1992

5. Handbook of seismic analysis and design of structure, Farzad Naiem

6. National lnformation Centre for earthquake engineering, lndian lnstitute ofTechnologyKanpur, www.nicee.org

7. Earthquake resistant Design ofStructures, S. K. Duggal, Oxford University Press

Publications. First edition, 2007

8. Earthquake resistant design of structures, PankajAgrawal and Manish Shrikhande,

Prentice Hall of India Pvt. Ltd. Publications. 2006.

4I

/

CEP234 (A) - ADVANCED STEEL DESIGN



Duration of ESE: 3 hrs,

Credits:03

Total Marks: 100

Course Objectives:

I. To design steel structures/ components by different design processes.

ll. Toanalyze and design beams and columns for stability and strength, and drift.

Il I. To design welded and bolted connections.

Course Contents:

. Properties ofSteel: Mechanical Prope(ies, Hysteresis, Ductility.

o Hot Rolled Sections: compactness and non-compactness, slendemess, residual stresses.

. Design of Steel Structures: lnelastic Bending Curvature, Plastic Moments, Design

Criteria Stability, Strength, Drift.

o Stability of Beams:Local Buckling orcompression Flange &Web, Lateral Torsional

Buckling.

o Stability of Columns: Slendemess Ratio, Local Buckling ofFlanges andWeb, Bracing of

Column about Weak Axis.

o Method of Designs: Allowable Stress Design, Plastic Design, Load andResistance

Factor Design;

o Strength Criteria: Beams - Flexure, Shear, Torsion, Columns - Moment Magnification

Factor, Effective Length, PM lnteraction, Biaxial Bending, Joint Panel Zones.

o Drift Criteria: P Effect, Deformation Based Design;

o Connections: Welded, Bolted, Location Beam Column, Column Foundation, Splices.

Course Outcomes:

o On successful completion of this course students will be able to. CEP 234A.1 Design steel structures/ components by different design processes.

o CEP 234A.2 Analyze and design beams and columns for stability and strength, and drift.

o CEP 234A.3 Design welded and bolted connections.

&

Reference Books:

t4

l. Design of Steel Structures - Vol. ll, Ramchandra. Standard Book House, Delhi.

2. Design ofSteel Structures -AryaA. S., Ajmani J. L., Nemchand and Bros., Roorkee.

3. The Steel Skeleton- Vol. II, Plastic Behaviour and Design - Baker J. F., Home M. R.,

Heyman J., ELBS.

4. Plastic Methods of Structural Analysis, Neal B. G., Chapman and Hall London.

5. IS 800: 2007 - General Construction in Steel - Code ofPractice, 8IS,2007.

6. SP-6 - Handbook ofStructural Steel Detailing, BIS,l987

Online Sources

httos://notel.ac.in/courses/105/106/105106113/

httos://www.voutube.com/watch?v=CN E4hk ist= P LrvooTiKPxdWSd la5 MeAGae69h6KM

&Y

K1a3

(t

CEP 234 (B) - DESIGN OF FORMWORK

Teaching Scheme :03L+00T Total:03



Course Objectives

I. To identify suitable formwork material such as timber, steel etc. to be used in specific

situation.

Il. To study and select the appropriate structural design concept for formwork used to

support structural members such as beam, slab etc.

IIL To design formwork for special structures and to study various types offlying

formworks.

IV. To access the stability and safety ofdifferent temporary works.

Course Contents:

o Introduction: Requirements andSelection of Formwork.

o Formwork Materials- Timber, Plywood, Steel, Aluminum, Plastic, and Accessories.

Horizontal and Vertical Formwork Supports.

. Formwork Design: Concepts, Formwork Systems and Design for Foundations, Walls,

Columns, Slab andBeams.

. Formwork Design for Special Structures: Shells, Domes, Folded Plates, Overhead

WaterTanks, Natural Draft Cooling Tower, Bridges.

. Flying Formwork: Table Form, Tunnel Form, Slip Form, Formwork for Precast

Concrete, Formwork Management Issues -Pre- andPost-Award.

o Formwork Failures:Causes and Case studies in Formwork Failure, Formwork Issues in

Multi-Story Bui lding Construction.

Course Outcomes

o On successful completion ofthis course students will be able to

. CEP 234(8). I select proper formwork and accessories for formwork.

o CEP 234(8).2 design the formwork for beam, slab, column, wall and foundation

o CEP 234(8).3 design formwork for special structures.

S-9

Credits:03

Total Marks: 100

4%

. CEP 234(8).4 judge the stability and safety of formwork erected in different situations.

Reference Books:

l Formwork for Concrete Structures, Peurify, Mc Graw Hill India, 201 5.

2. Formwork lor Concrete Structures, Kumar NeerajJha, Tata McGraw Hill Education,

20t2.

3. IS 14687: 1999, Falseworkfor Concrete Structures - Guidelines, BIS.

45q4

CEP 234 (C) - DESIGN OF HICH RISE STRUCTURES




Credits:03

Total Marks: 100

Course Objectives:

I. To analyse, design and detail Transmission/ TV tower, Mast and Trestles with different

loading conditions.

II. To analyse, design and detail the RC and Steel Chimney.

III. To analyse design and detail the tall buildings subjected to different loading conditions using

relevant codes.

Course Contents:

o Design of transmission/ TV tower, Mast and trestles: Configuration, bracing system,

analysis and design for vertical transverse and longitudinal loads.

o Analysis and Design of RC and Steel Chimney, Foundation design for varied soil

strata.

o Tall Buildings: Structural Concept, Configurations, various systems, Wind and Seismic

loads, Dynamic approach, structural design considerations and IS code provisions.

Firefi ghting design provisions.

. Applicationof software in analysis and design.

Course Outcomes

o On successful completion ofthis course students will be able too CEP 234C.lAnalyse, design and detail Transmission/ TV tower, Mast and Trestles with

di flerent load ingconditions.

. CEP 234C.2Analyse, design and detail the RC and Steel Chimney.

o CEP 234C.3Analyse, design and detail the tall buildings subjected to different loading

conditions usingrelevant codes.

Reference Books:

rt%-

l. Structural Design of Multi-storied Buildings, Varyani U. H., 2nd Ed.,

SouthAsianPubl ishers,New Delhi, 2002.

2. Structural Analysis and Design of Tall Buildings, Taranarh B. S., Mc Graw Hill, 1988.

3. Illustrated Design of Reinforced ConcreteBuildings(CF+3storeyed), Shah V. L. &Karve

S. R., Structures Publications, Pune,20l3.

4. Design of Multi Storied Buildings, Vol. | & 2, CPWD Publications, 1976.

5. Tall Building Structures, Smith Byran S. and Coull Alex, Wiley lndia. 1991.

6. High Rise Building Structures, Wolfgang Schueller, Wiley., I 971 .

7. Tall Chimneys, Manohar S. N., Tata Mc Graw Hill Publishing Company, New Delhi

tut(

CEP 23,I (D).DESIGN OF MASONRY STRUCTURES




Credits:03

Total Marks: 100

Course Objectives

I. To study properties ofmasonry units, their stren$hs and factors affecting strength.

II. To analyse reinforced masonry members for various types of loadings.

IIL To provide knowledge of elastic and inelastic methods ofanalysis applicable to masonry

structures.

Course Contents:

. Introduction: Historical Perspective, Masonry Materials, MasonryDesign Approaches,

Overview of Load Conditions, Compression Behavior of Masonry, Masonry Wall

Configurations, Distribution ofuateral Forces.

o Flexural Streogthof Reinforced Masonry Members: In planeand Out-of-plane Loading.

o Interactions: Structural Wall, Columns and Pilasters, Retaining Wall, Pier and

Foundation.

. Shear Strengthand Ductility of Reinforced Masonry Members.

o Prestressed Masonry - Stability of Walls, Coupling of Masonry Walls, Openings,

Columns. Beams.

o Elastic andlnelastic Analysis, Modeting Techniques, Static PushOver Analysis and use

of Capacity Design Spectra.

Course Outcomes

. On successful completion ofthis course students will be able to

o CEP 234(D).1 understand the properties ofdifferent masonry units, their strength and

factors affecting strenglh.

. CEP 234(D).2 analyze, design and detail various types of reinforced masonry members,

subjected to different loading systems.

o CEP234(D).3 perform elastic and inelastic analysis for masonry walls.

s746-

Reference Books:

I . Design of Reinforced Masonry Structures, NarendraTaly, ICC, 2nd Edn,

2. Masonry Structures: Behavior and Design. Hamid Ahmad A. and Drysdale Robert G., 1994.

3. Mechanics of Masonry Structures, Editor: Maurizio Angelillo,20l4.

z%

{c

CEP 234 (E) - DESIGN OF ADVANCED STRUCTURES




Credits:03

Total Marks: 100

o Design philosophy, Modeling of Loads, Material Characteristics.

o Reinforced Concrete - P-M, M-phi Relationships, Strut-and- Tie Method, Design of

Deep Beam and Corbel, Design of Shear Walls, Compression Field Theory for Shear

Design, Design against Torsion; IS, ACI and Eurocode.

o Steel Structures - Stability Design, Torsional Buckling - Pure, Flexural and Lateral,

Design of Beam-Columns, Fatigue Resistant Design, IS code, AISC Standards and

Eurocode.

Course Outcomes:

. On successful completion ofthis course students will be able too CEP 234E.1Analyze the special structures by understanding their behavior'

. CEP 2348.2 Design and prepare detail structural drawings for execution citing relevant

IS codes.

Reference Books:

I . Reinforced Concrete Design, Pillai S. U. and MenonD., Tata McGraw-Hill, 3rd Ed, 1999.

2. Design of Steel Structures, SubramaniamN., Oxford University Press,2008.

3. Reinforced Concrete Structures, Park R.andPaulayT. , John Wiley & Sons, I 995.

4. Advanced Reinforced Concrete Design, Varghese P. C., Prentice Hall of lndia, New

Delhi.

5. Unified Theory of Concrete Structures, Hsu T. T. C. and Mo Y. L', John Wiley & Sons'

2010.

:t

*

Course Objectives:

I. To analyze the special structures by understanding their behavior.

Il. Todesign and prepare detail structural drawings for execution citing relevant IS codes.

Course Contents:

6. Steel Structures Design and Behavior Emphasizing Load and Resistance Factor Design,

Salmon C. G., Johnson J. E. and Malhas F. A.. Pearson Education, 5tr' Ed, 2009.

7. Design ofsteel Structures - Vol. II, Ramchandra. Standard Book House, Delhi.

8. Plastic Methods of Structural Analysis, Neal B.G., Chapman and Hall London.

Online Sou rces

https://www.youtube.com/watch'lv=undsd92MM8w&list=PLbO04xhITwEDIYv90NoFTvea

JIohpuf0O

&6t,

CEP 234 (F) -ADVANCED DESIGN OF FOUNDATIONS




Course Objectives:

l. To decide the suitability of soil strata for different projects.

II. To design shallow foundations deciding the bearing capacity of soil

lll. To analyze and design the pile foundation.

IV. Tounderstand analysis methods for well foundation

CouNe Contents:

. Phnning of Soil Exploration for Different Projects, Methods of Subsurface Exploration, and

Methods of Borings along with Various Penetration Tests.

. Sballow Foundations, Requirements for Satisfactory Performance of Foundations, Methods of

Estimating Bearing Capacity, Settlements of Footings and Rafu, Proportioning of Foundations

using Field Test Data. Pressure - Settlement Characteristics from Constitutive Laws.

. Pile Foutrdations, Methods of Estimating Load Transfer of Piles, Settlements of Pile

Foundations, Pile Group Capacity and Settlement, Laterally Loaded Piles, Pile Load Tests,

Analytical Estimation of Load- Settlement Behavior of Piles, Proportioning of Pile Foundations,

Lateral and Uplift Capacity of Piles.

. Well Foundation, IS and IRC Code Provisions, Elastic Theory and Ultimate Resistance

Methods.

. Tunnels and Arching in Soils, Pressure Computations around Tunnels.

. Op€n Cuts, Sheeting and Bracing Systems in Shallow and Deep Open Cuts in Different Soil

Types.

. Colfer Dams, Various Types, Analysis and Design, Foundations under uplifting loads, Soil-

structure interaction

Course Outcomes:


. CEP 234F.1 Decide the suitability of soil strata for different projects.

. CEP 234F .2 Design shallow foundations deciding the bearing capacity of soil

. CEP 234F.3 Analyze and design the pile foundation.

*-

6l

Credits:03

Total Marks: 100

CEP 234F.4 Understand analysis methods for well foundation.

Reference Books:

l. Design offoundation system. N.P. Kurian, Narosa Publishing House

2. Foundation Analysis and Design, J. E. Bowles, Tata McGraw Hill New York

3. Analysis and Design of Substructures. Sawmi Saran, Oxford and IBH Publishing Co. hrt. Ltd,

New Delhi.

Online Sources

httos://n ptel.ac. inlcou rses/105/1.08/105 108069/

httos://www.voutu be.com/watch ?v=FVvmL2hUiH4&list=PLbMVoeVi5nJetuLxDm2M3KdUTu B4ZOd

XT

62

CEP 234 (G) -SOIL STRUCTURE INTERACTION

Teaching Scheme :03L+00T Total:03

f,valuation Scheme: 30 MSE + l0 TA + 60 ESE


Credits:03

Total Marks: 100

COURSE OBJECTIVES:

To understandsoil structure interaction concept and complexities involved.

To evaluate soil structure interaction for different types of structure

To prepare comprehensive design oriented computer programs for interaction problems

To analyze different types of frame structure founded on natural deposits with linear

and non-linear characteristics.

I.

II.

m.

IV.

COURSE CONTENTS:

Critical Study of Conventional Methods of Foundation Design, Nature and Complexities

of SoilStructure Interaction.

Application of Advanced Techniques of Analysis such as FEM and Finite Difference

Method.

Relaxation and lnteraction for the Evaluation of Soil Structure Interaction for Different

Types ofStructure under various Conditions of loading and Subsoil Characteristics.

Preparation of Comprehensive Design Oriented Computer Programs for Specific

Problems,

lnteraction Problems based on Theory of Sub Grade Reaction Such as Beams, Footings,

Rafts, etc.

Analysis of Different Types of Frame Structures Founded on Stratified Natural Deposits

withl-inear and Non-Linear Stress-Strain Characteristics.

Cou6e Outcomes:

o On successful completion ofthis course students will be able too CEP234(G).1 understand soil structure interaction concept and complexities involved.

o CEP234(G).2 evaluate soil structure interaction for different types of structure

o CEP234(G).3 prepare comprehensive design oriented computer programs for interaction

problems

d3

I

4ft-

. CEP234(C).4 analyze different types of frame structure founded on natural deposits with

linear and non-linear characteristics.

Reference Books:

l. Analytical and Computer Methods in Foundation, Bowels J.E.,McGraw Hill Book Co.,

New York, 1974.

2. Numerical Methods in Geotechnical Engineering, Desai C.S. and Christian J.T., McGraw

Hill Book Co.. New York.

3. Soil Structure Interaction - The real behaviour of structures. Institution of Structural

Engineers.

4. Elastic Analysis of Soil Foundation Interaction, Developments in Geotechnical Engg.

Vol-l T,Elsevier Scientific Publishing Company.

5. Elastic Analysis of Soil-Foundation Interaction, Selvadurai A.P.S., Elsevier

Scientifi cPublishing Company.

6. Analysis & Design of substructures, Swami Saran, Oxford & IBH Publishing Co. Pvt.

Ltd.

7. Design of Foundation System- Principles & Practices, Kurian N. P., Narosa Publishing

+6+

't_

CEP 234 (H) -DESIGN OF INDUSTR]AL STRUCTURES




Credits: 03

Total Marks: 100

Course Objectives:

I. To design Steel Gantry Girders.

Il. To desigr Steel Portal, Gable Frames.

Ill. To design Steel Bunkers and Silos.

IV. To design Chimneys and Water Tanks.

Course Contents:

o Steel Gantry Girders - Introduction, loads acting on gantry girder, permissible stress, types

of gantry girders and crane rails, crane data, maximum moments and shears, construction

detail, design procedure.

. Portal Frames - Design of portal frame with hinge base, design of portal frame with fixed

base -Gable Structures - Lightweight Structures

. Steel Buokers and Silos - Design of square bunker - Jansen's andAiry's theories - IS Code

provisions - Design of side plates - Stiffeners - Hooper - Longitudinal beams Design of

cylindrical silo - Side plates - Ring girder - stiffeners.

. Chimneys - Introduction, dimensions of steel stacks, chimney lining, breech openings and

access ladder, loading and load combinations, design considerations, stability consideration,

design of base plate, design of foundation bolts, design of foundation.

. Water Tanks - Design of rectangular riveted steel water tank - Tee covers - Plates - Stays

-Longitudinal and transverse beams -Design of staging - Base plates - Foundation and

anchor bolts -o Design of pressed steel water tank - Design of stays - Joints - Design of hemispherical

bottom water tank - side plates - Bottom plates - joints - Ring girder -Design of staging

and foundation.

Course Outcomes:

o On successful completion of this course students will be able too CEP 234H.1 Design Steel Gantry Girders.

o CEP 234H.2 Design Steel Portal, Gable Frames.

q6t

. CEP 234H.3 Design Steel Bunkers and Silos.

o CEP 234H.4Design Chimneys and Water Tanks.

Reference Books:

l. Design of Steel Structure, Punmia B. C., Jain Ashok Kr., Jain Arun Kr., 2nd Ed',

Lakshmi

2. Publishers, 1998.

3. Design ofsteel Structures, Ram Chandra, l2th Ed., Standard Publishers, 2009.

4. Design ofSteel Structures, Subramaniyam.

Online Sources

https://www.voutube.com/watch?v=l heoBL2QaqU

httos://n ptel. ac. in /cou rses/105/106/105106113/

ry

be

SHP 221 : RESEARCH METHODOLOGY


Evaluation Scheme: 30 MSE + l0 TA + 60 ESf,


Credits:02

Total Marks: 100

COURSE CONTENTS:

l: Meaning of research problem, Sources of research problem, Criteria Characteristics ofa

good research problem, Errors in selecting a research problem, Scope and OBJECTIVES:s of

research problem.

Approaches ofinvestigation ofsolutions for research problem, data collection,

analysis, interpretation, Necessary instrumentations

2: Effective literature studies approaches, analysis

Plagiarism, Research ethics,

3: Effective technical writing, how to write report, Paper Developing a Research Proposal,

Format of research proposal, a presentation and assessment by a review committee

4: Nature oflntellectual Property: Patents, Designs, Trade and Copyright, Process of

Patenting and Development: technological research, innovation, patenting, development.

Intemational Scenario: Intemational cooperation on Intellectual Property. Procedure for

grants of patents, Patenting under PCT.

5: Patent Rights: Scope of Patent Rights. Licensing and transfer oftechnology. Patent

information and databases. Geographical Indications.

6: New Developments in IPR: Administration of Patent System. New developments in IPR;

IPR of Biological Systems, Computer Software etc.

Traditional knowledge Case Studies, IPR and IITs

COURSE OUTCOMES

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

L Understand research problem formulation.

2. Analyze research related information

67

G

3. Follow research ethics

Reference Books:

l. Stuart Melville and Wayne Goddard, "Research methodology: an introduction for

science & engineering students'

2. Wayne Goddard and Stuart Melville, "Research Methodology: An lntroduction"

3. Ranjit Kumar,2nd Edition. "Research Methodology: A Step by Step Guide for

beginners"

4. Halbert, "Resisting Intellectual Property", Taylor & Francis Ltd ,2007.

5. Mayall, "lndustrial Design", McGraw Hill, 1992.

6. Niebel, "Product Design", McGraw Hill, 1974.

7. Asimov, "lntroduction to Design", Prentice Hall, 1962.

8. Robert P. Merges, Peter S. Menell, Mark A. Lemley, " Intellectual Property in New

Technological Age". 2016.

9. T. Ramappa, "lntellectual Property Rights Under WTO", S. Chand, 2008.

&,63

i

COURSE OBJECTIVES:

I.

II.

III.

IV.

COURSE CONTENTS:

r Response of structures and its elements against extreme loading events.

. Model Testing: Static - testing ofplates, shells, and frames models.

e Model Testing: Free and forced vibrations, Evaluation ofdynamic modulus.

o Beam vibrations, Vibration isolation, Shear wall building model, Time and frequency-

domain study, Vibration Characteristics of RC Beams using Piezoelectric Sensors etc.

o Design and detailed drawing of complete G+ 3 structures by individual student using

latest relevant IS codes.

Course Outcomes:


CEP235.l prepare and/or choose proper experimental models.

CEP235.2 conduct model testing for static loading

CEP235.3 conduct model testing for free and forced vibrations

CEP235.4 design and Detail C+3 Multi-Storied Frame Buildings

62

CEP 235 :LAB PRACTICE. II

Teaching Scheme: 06 P Total = 06 Credit : 03

Evaluation Scheme: Internal = 50 ; External = 50 Total Marks: 100

To Prepare and /or choose properexperimental models.

To Conduct model testing for static loading

To Conduct model testing for free and forced vibrations

To Design and Detail G+3 Multi-Storied Frame Buildings

&

CEP 236: SEMINAR-II

Teaching Scheme: 04 P Total 02 Credit : 02

Evaluation Scheme: Internal : 5OTotal Marks :50

Course Objectives:

To review the literature(research papers, relevant books and internet) to identify expectedpotential dissertation topic from structural engineering.To develop technical report writing skills.To improve the technical presentation skills.To enhance critical thinkingabi lities.

Individual students are required to choose a topic of their interest. They will acquire state-of-thear1 knowledge in that area and to define the gray arca related to topic (gap analysis) so as to carrydissertation in that area.The students are required to reviewliterature on the topic and deliverseminar. A committee consisting of at least threefaculty members (preferably specialized in therespective streamheaded by HOD wherein guide should be one ofthe members) shall assess thepresentation of theseminar and award marks to the students based on merits of topic ofpresentation. Each student shallsubmit two copies of a report of seminar. The seminar reportshall not have any plagiarized content (all sources shall be properly cited or acknowledged). Onecopy shall be returned to the studentafter duly certifying it by the chairman of the assessingcommittee and the other shall be kept in thedepartmental library. Internal continuous assessmentmarks are awarded based on the relevance ofthetopic, presentation skill, quality ofthe report andparticipation. lt is encouraged to do simulations/ experimentation related to the chosen topic andpresent the results at the end ofthe semester.

Course Outcomes:


CEP236.| review the literature (research papers, relevant books and intemet) to identifyexpected potential dissertation topic from structural engineering.

CEP236.2 develop technical report writing skills.CEP236.3 improve the technical presentation skills.C8P236.4 enhance critical thinking abilities.

8- Ir

It.III.IV.

CEP 33I (A) -DESIGN OF PRESTRESSED CONCRETE STRUCTURES

Course Objectives:

I. To find out losses in the prestressed concrete. Understand the basic aspects of prestressed

concrete fundamentals, including pre and post-tensioning processes-

ll. To analyst prestressed concrete deck slab and beam/ girders.

III. To design prestressed concrete deck slab and beam/ girders.

IV. To design ofend blocks for prestressed members.

Course Contents:

. Introduction to prestressed concrete: types of prestressing, systems and devices,

materials, losses in prestress, Analysis of PSC flexural members: basic concepts, stresses

at transfer and service loads, ultimate strength in flexure, code provisions.

o Statically determinate PSC beams: design for ultimate and serviceability limit states for

flexure, analysis and design for shear and torsion, code provisions.

o Transmission of prestress in pretensioned members; Anchorage zone stresses for

posttensioned members.

o Statically indeterminate structures - Analysis and design - continuous beams and

frames, choice of cable profile, linear transformation andconcordancy.

. Composite construction with precast PSC beams and cast in-situ RC slab - Analysis and

design,creep and shrinkage effects. Partial prestressing - principles, analysis and design

concepts, crack width calculations

o Analysis and design of prestressed concrete pipes, columns with moments.

Course Outcomes:


. CEP 33lA.l Find out losses in the prestressed concrete. Understand the basic aspects ofprestressed concrete fundamentals, including pre and post-tensioning processes.

. CEP 331A.2 Analyse prestressed concrete deck slab and beam/ girders.

. CEP 331A.3 Design prestressed concrete deck slab and beam/ girders.

41'.r-




CEP 33 I A.4Design of end blocks for prestressed members.

Reference Books:

l. Design of Prestressed Concrete Structures, Lin T.Y., Asia Publishing House, 1955.

2. Prestressed Concrete, Krishnaraju N., Tata McGraw Hill, New Delhi, 1981.

3. Limited State Design of PrestressedConcrete,GuyanY., Applied Science Publishers,

t972.

4. IS: 1343- Code of Practice for Prestressed Concrete

5. IRC: I 12

ft 13

4

CEP33I (B) -ANALYTICAL AND FINITE ELEMENT ANALYSIS OFLAMINATED COMPOSITE PLATES




Credits:03

Total Marks: 100

Course Objectives: \l. To analyse the rectangular composite plates using the analyical mbthods.

II. To analyse the composite plates using advanced finite element method.

III. To develop the computer programs for the analysis of composite plates.

Course Conten ts:

o Introduction: Displacement Field Approximations for Classical Laminated Plate Theory

(CLPT) and First Order Shear Deformation Theory (FSDT), Analytical Solutions for

Bending of Rectangular Laminated Plates using CLPT.

o Goveming Equations. Navier Solutions of Cross-Ply and Angle-Ply Laminated Simply-

Supported Plates, Determination of Stresses. Levy Solutions for Plates with Other

Boundary Conditions, Analytical Solutions for Bending of Rectangular Laminated

PlatesUsing FSDT.

o Finite Element Solutions for Bending ofRectangular Laminated Plates using CLPT.

o Introduction to Finite Element Method, Rectangular Elements, Formation of Stiffness

Matrix, Formation of Load Vector, Numerical Integration, Post Computation of Stresses.

Course Outcomes:

. On successful completion ofthis course students will be able too CEP 33 I B. I Analyse the rectangular composite plates using the analytical methods.

o CEP 3318.2 Analyse the composite plates using advanced finite element method.

o CEP 3318.3 Develop the computer programs lor the analysis of composite plates.

I Mechanics of Laminated Composites Plates and Shells, Reddy J. N., CRC Press

Online Courses

Reference Books:

4$7+

https://www.voutu be.com/watch ?v=WZN85DXOX5Q

CEP 33I (C) -FRACTURE MECHANICS OF CONCRETE STRUCTURES

Course Objectives

I' To impart basic knowledge of fracture machanics and influence of material behavior on

fracture mechanics.

II. To explain linear and nonlinear fracture mechanics and their applications to structural

design.

Course Contents:

Introduction: Basic Fracture Mechanics, crack in a Structure, Mechanisms offracture

and Crack crowth, cleavage Fracture, Ductile Fracture, Fatigue Cracking, Environment

assisted Cracking, Service Failure Analysis.

stress at Crack rip: stress at crack rip, Linear Elastic Fracture Mechanics. Griffith'scriteria, Stress Intensity Factors. crack rip plastic Zone, Erwin's plastic Zone

Correction, R curves, Compliance, J Integral, Concept of CTOD and CMD.

Material Models: General concepts, Crack Models, BandModels, Models based on

continuum Damage Mechanics. Applications to High Strength concrete, Fibre

Reinforced Concrete, Crack Concepts andNumerical Modeling.

cEP 33 I . I identify various fracture mechanism and explain the influence of materialbehavior on fracture mechanics, characterization ofcrack groMh etc.

cEP 33 I .2 explain the concepts of fracture mechanics of both linear and nonlinear

reglmes.

Reference Books:

l. Fracture Mechanics, Suri C. T. and Jin 2.H., lstEdition, Elsevier Academic press.20l2.

2. Elementary Engineering Fracture Mechanics, BroekDavid, 3rd Rev. Ed. Springer, 19g2.

76

Teaching Scheme :03L+00T Total:03 Credits:03

Evaluation Scheme:30 MSE + l0 TA + 60 ESE Total Marks: 100

Duration of f,SE: 3 hrs.

Course Outcomes

On successf'ul completion of this course students will be able to

b

3. Fracture Mechanics of Concrete Structures - Theory and Applications, Elfgreen L.,

RILEMReport, Chapman and Hall, 1989.

4. Fracture Mechanics - Applications to Concrete, Victor, Li C., Bazant Z. P., ACI SP | 18,

ACIDetroit. 1989.

G77

cEP 331 (D) -DESTGN OF PLATES AND SHELLS

Teaching Scheme :03L+00T Total= 03



Credits:03

Total Marks: I00

Course Objectives:

I. To analyse and design prismatic folded plate systems.

II. To analyse and design shells using approximate solutions

III. To analyse and design cylindrical shells

lV. To design doubly curved shells using approximate Solutions.

Course Contents:

o Prismatic folded Plate Systems

o Shell Equations

o ApproximateSolutions

o Analysis and Design of Cylindrical Shells

o Approximate Design methods for Doubly Curved Shells

Course Outcomes:

o On successful completion of this course students will be able to. CEP 33lD.l Analyse and design prismatic folded plate systems

. CEP 331D.2 Analyse and design shells using approximate solutionsr CEP 331 D.3 Analyse and and design cylindrical shells

. CEP 331D.4 Design doubly curved shells using approximate Solutions.

Theory of Plates and Shells. Timoshenko and woinowsky-Krieger S., Tata Mc craw HirlEdition. 201 0.

2. Design and construction of Concrete She Roofs, Ramaswamy G. S., rst Edition,2005.3. Design of Reinforced concrete Shefls & Folded prate, varghese p. c., rst Edition. pHI.

4. Design of Plate and Shell Structures, JawadMaan H., Springer Science.

Reference Books:

764'v4

SHP321 OPEN ELECTIVE

Teaching Scheme: 03TH + 00 T Total = 03



(A)BUSINESS ANALYTICS

Course Objective

I . Understand the role of business analytics within an organization'

2. Analyzedata using statistical and data mining techniques and understand relationships

between the underlying business processes of an organization.

3. To gain an understanding ofhow managers use business analytics to formulate and

solve business problems and to support managerial decision making'

4. To become familiar with processes needed to develop, report, and analyze business

data.

5. Use decision-making tools/Operations research techniques.

6. Mange business process using analytical and management tools'

7. Analyze and solve problems from different industries such as manufacturing, service,

retail, software, banking and finance, sports, pharmaceutical, aerospace etc'

Course Contents

Business analytics: Overview of Business analytics, Scope of Business analyics, Business

Analyics Process. Relationship of Business Analyics Process and organisation, competitive

advantages of Business AnalYics.

statistical Tools: Statistical Notation, Descriptive statistical methods, Review ofprobability

distribution and data modelling, sampling and estimation methods overview'

Trendiness and Regression Analysis: Modelling Relationships and Trends in Data, simple

Linear Regression, Important Resources, Business Analyics Personnel, Data and models for

Business analytics, problem solving, visualizing and Exploring Data, Business Analytics

Technology.

Organization Structures of Business analytics, Team management, Management Issues'

Designing Information Policy. outsourcing, Ensuring Data Quality, Measuring contribution of

Business analytics, Managing Changes.

Descriptive Analyics, predictive analltics, predicative Modelling. Predictive anallics

analysis, Data Mining, Data Mining Methodologies, Prescriptive analyics and its step in the

business analytics Process, Prescriptive Modelling, nonlinear Optimization'

7E

Credit :3Total Marks: 100

&

Forecasting Techniques: Qualitative and Judgmental Forecasting, statistical ForecastingModels, Forecasting Models for Stationary Time Series, Forecasting Models for Time Serieswith a Linear Trend, Forecasting Time Series with Seasonality, Regression Forecasting withCasual Variables, Selecting Appropriate Forecasting Models.

Monte carlo Simulation and Risk Analysis: Monte carle Simulation using Analy,tic SolverPlatform. New-Product Development Model. Newsvendor Model, overbooking Model, cashBudget Model.

Decision Analysis: Formulating Decision problems, Decision Strategies with the withoutoutcome Probabilities, Decision Trees, The value of Information, utility and DecisionMaking.

Recent Trends in : Embedded and collaborative business intelligence,Visual data recovery, Data Storytelling and Data journalism.

Reference:

2

Business analytics Principles, Concepts, and Applications by Marc J. schniederjans, DaraC. Schniederjans, Christopher M. Starkey. pearson FT presi.

Business Analytics by James Evans, persons Education.

COURSE OUTCOMES

l. Students will demonstrate knowledge of data analyics.

2. students will demonstrare the ability ofthink critically in making decisions based ondata and deep analyics.

3. Students will demonstrate the ability to use technical skills in predicative andprescriptive modeling to support business decision-making.

4. Students will demonstrate the ability to translate data into clear, actionable insights.

80

&

OPEN ELECTIVE(B) INDUSTRIAL SAFETY

Fundamentals of maintenance engineering: Definition and aim of maintenance engineering,Primary and secondary functions and responsibility of maintenance department, Types

ofmaintenance, Types and applications of tools used for maintenance, Maintenance cost & itsrelation with replacement economy. Service life of equipment.

Wear and Corrosion and their prevention: Wear- types, causes, effects, wear reductionmethods, lubricants-types and applications, Lubrication methods, general sketch, working and

applications, i. Screw down grease cupi ii. Pressure grease gun, iii. Splash lubrication, iv.Gravity lubrication, v. Wick feed lubrication vi. Side feed lubrication, vii. Ring lubrication,Definition, principle and factors affecting the corrosion. Types ofcorrosion, corrosionprevention methods.

Fault tracing: Fault tracing-concept and importance, decision tree concept, need and

applications, sequence of fault finding activities, show as decision tree, draw decision tree forproblems in machine tools, hydraulic, pneumatic, automotive, thermal and electrical equipment's

like, I. Any one machine tool, ii. Pump iii. Air compressor, iv. Internal combustion engine, v.

Boiler, vi. Electrical motors, Types offaults in machine tools and their general causes.

Periodic and preventive maintenance: Periodic inspection-concept and need, degreasing,

cleaning and repairing schemes, overhauling of mechanical components, overhauling ofelectrical motor, common troubles and remedies of electric motor, repair complexities and its

use, definition, need, steps and advantages of preventive maintenance. Steps/procedure flor

periodic and preventive maintenance of: I. Machine tools, ii. Pumps, iii. Air compressors, iv.

Diesel generating (DC) sets, Program and schedule ofpreventive maintenance ofmechanical and

electrical equipment, advantages of preventive maintenance. Repair cycle concept and

importance

Reference:

l. Maintenance Engineering Handbook, Higgins & Morrow, Da Information Services.

2. Maintenance Engineering, H. P. Garg, S. Chand and Company.

3. Pump-hydraulic Compressors, Audels, Mcgrew Hill Publication.

4. Foundation Engineering Handbook, Winterkom, Hans, Chapman & Hall London.

E

Industrial safety: Accident, causes, types, results and control, mechanical and electricalhazards, types, causes and preventive steps/procedure, describe salient points of factories act

1948 for health and safety, wash rooms, drinking water layouts, light, cleanliness, fire, guarding,pressure vessels, etc, Safety color codes. Fire prevention and fire fighting, equipment and

methods.

K

OPEN ELECTIVE(c) OPERATIONS RESEARCH

Course Contents:l: Optimization Techniques, Model Formulation, models, General L.R Formulation, SimplexTechniques, Sensitivity Analysis, Inventory Control Models

2: Formulation of a LPP - Graphical solution revised simplex method - duality theory - dualsimplex method - sensitivity analysis - parametric programming

3: Nonlinear programming problem - Kuhn-Tucker conditions min cost flow problem - max flowproblem - CPM/PERT

4: Scheduling and sequencing - single server and muttiple server models - deterministicinventory models - Probabilistic inventory control models - Geometric programming.

5: competitive Models,Single and Multi-channel problems, Sequencing Models, DynamicProgramming, Flow in Networks, Elementary Craph Theory, Game Theory Simulation

References

I . H.A. Taha, Operations Research, An Introduction, pHI, 200g

2. H.M. Wagner, Principles of Operations Research, pHI, Delhi, 19g2.

3. J'c. Pant, lntroduction to optimisation: operations Research, Jain Brothers, Delhi,200g

4. Hitler Libermann Operations Research: McGraw Hill pub. 2009

5. Pannerselvam, Operations Research: prentice Hall of India 2010

6. Harvey M wagner, Principles ofoperations Research: prentice Ha[ of rndia 20r0

Course Outcomes:At the end ofthe course, the student should be able to

l. Students should able to appry the dynamic programming to solve problems of discreetand continuous variables-

2. Students should able to apply the concept ofnon_linear programming

3. Students should able to carry out sensitivity analysis

4. Student should able to model the real world problem and simulate it.

48L

OPEN ELECTIVE(D)COST MANAGEMENT OF ENGINEERING PROJECTS

Introduction: Overview ofthe Strategic Cost Management Process

Cost concepts in decision-making: Relevant cost, Differential cost, Incremental cost and

Opportunity cost. Objectives of a Costing System; Inventory valuation; Creation of a Database

for operational control; Provision ofdata for Decision-Making

Project: meaning, Different types, why to manage, cost overruns centres, various stages ofproject execution: conception to commissioning. Project execution as conglomeration oftechnical and nontechnical activ ities,Detailed Engineering activities, Pre project execution main

clearances and documents Project team: Role ofeach member. lmportance Project site: Data

required with significance. Project contracts, Types and contents. Project execution Project cost

control. Bar charts and Network diagram. Project commissioning: mechanical and process

Cost Behavior and Profit Planning: Marginal Costing; Distinction between Marginal Costingand Absorption Costing; Break-even Analysis, Cost-Volume-Profit Analysis. Various decision-making problems, Standard Costing and Variance Analysis, Pricing strategies: Pareto Analysis.Target costing, Life Cycle Costing. Costing ofservice sector, Just-in-time approach, MaterialRequirement Planning, Enterprise Resource Planning, Total Quality Management and Theory ofconstraints

Activity-Based Cost Management: Bench Marking; Balanced Score Card and Value-ChainAnalysis. Budgetary Control; Flexible Budgets; Performance budgets; Zero-based budgets,Measurement of Divisional profitability pricing decisions including transfer pricing

Quantitative techniques for cost management, Linear Programming, PERT/CPM,Transportation problems, Assignment problems, Simulation, Learning Curve Theory

References:

L Cost Accounting A Managerial Emphasis, Prentice Hall of India, New Delhi

2. Charles T. Homgren and George Foster, Advanced Management Accounting

3. Robert S Kaplan Anthony A. Alkinson, Management & Cost Accounting

4. Ashish K. Bhattacharya, Principles & Practices of Cost Accounting A. H. Wheelerpublisher

5. N.D. Vohra, Quantitative Techniques in Management, Tata McGraw Hill Book Co. Ltd.

ft PQ

OPEN ELECTIVf,(E) COMPOSITE MATERIALS

INTRODUCTION: Definition - Classification and characteristics of Composite materials.Advantages and application ofcomposites. Functional requirements ofreinforcement and matrix,Effect of reinforcement (size, shape, distribution, volume fraction) on overall compositeperformance

Rf,INFORCEMENTS: Preparation-layup, curing, properties and applications of glass fibres,carbon fibres, Kevlar fibres and Boron fibres. Properties and applications ofwhiskers, particlereinforcements, Mechanical Behavior of composites: Rule of mixtures, Inverse rule of mixtures.lsostrain and Isostress conditions

Manufacturing of Metal Matrix Composites: Casting - Solid State diffusion technique,Cladding - Hot isostatic pressing. Properties and applications, Manufacturing of Ceramic MatrixComposites: Liquid Metal lnfiltration - Liquid phase sintering. Manufacturing of Carbon -Carbon composites: Knitting, Braiding, Weaving. Properties and applications

Manufacturing of Polymer Matrix Composites: Preparation of Moulding compounds andprepregs - hand layup method - Autoclave method - Filament winding method - Compressionmoulding - Reaction injection moulding. Properties and applications

Strength: Laminar Failure Criteria-strength ratio, maximum stress criteria, maximum straincriteria, interacting failure criteria, hydrothermal failure. Laminate first play failure-insightstrength; Laminate strength-ply discount truncated maximum strain criterion; strength designusing caplet plots; stress concentrations.

References:

l. Material Science and Technology - Vol l3 - Composites by R.W.Cahn - VCH, WestGermany.

2. Materials Science and Engineering, An introduction. WD Callister, Jr., Adapted by R.Balasubramaniam, John Wiley & Sons, NY, Indian edition, 2007

3. Hand Book of Composite Materials-ed-Lubin.

4. Composite Materials - K.K.Chawla.

5. Composite Materials Science and Applications - Deborah D.L. Chung.

6. Composite Materials Design and Applications - Danial Gay, Suong V. Hoa, and StephenW. Tasi.

&E

OPEN ELECTIVE(F)WASTE TO ENERCY

Introduction: Energy from Waste: Classification of waste as fuel - Agro based, Forest residue,

Industrial waste - MSW - Conversion devices - Incinerators, gasifiers, digesters

Biomass Gasification: Gasifiers - Fixed bed system - Downdraft and updraft gasifiers -Fluidized bed gasifier - Design, construction and operation - Gasifier bumer arrangement forthermal heating - Gasifier engine arrangement and electrical power - Equilibrium and kineticconsideration in gasifi er operation.

Biomass Combustion: Biomass stoves - Improved chullahs, types, some exotic designs, Fixedbed combustors, Types, inclined grate combustors, Fluidized bed combustors, Design,construction and operation - Operation ofall the above biomass combustors.

Biogas: Properties ofbiogas (Calorific value and composition) - Biogas plant technology and

status - Bio energy system - Design and constructional features - Biomass resources and theirclassification - Biomass conversion processes - Thermo chemical conversion - Directcombustion - biomass gasification - pyrolysis and liquefaction - biochemical conversion -anaerobic digestion - Types ofbiogas Plants - Applications - Alcohol production from biomass -Bio diesel production - Urban waste to energy conversion - Biomass energy programme in lndia.

References:

I. Non Conventional Energy, Desai, Ashok V., Wiley Eastem Ltd., 1990.

2. Biogas Technology - A Practical Hand Book - Khandelwal, K. C. and Mahdi, S. S., Vol. I& II, Tata McCraw Hill Publishing Co. Ltd., 1983.

3. Food, Feed and Fuel from Biomass, Challal, D. S., IBH Publishing Co. Pvr. Ltd., 1991.

4. Biomass Conversion and Technology, C. Y. WereKo-Brobby and E. B. Hagan, JohnWiley & Sons, 1996.

rt

Biomass Pyrolysis: Pyrolysis - Types, slow fast - Manufacture ofcharcoal - Methods -

Yields and application - Manufacture of pyrolyic oils and gases, yields and applications.

fr-

CEP 332 : DISStrRTATIONPHASE ITeaching Scheme : 20 P Total = 20 Credit : l0

Evaluation Scheme: Internal: 100 Total Marks: 100

Course Objectives:

I. To identify and define the problem with objectives.

It. To perform the literature review ofpast work related to the problem and identify theresearch gap.

III. To demonstrate the problem with respect to society.

IV.To demonstrate understanding application of relevant methodology, techniques and

analysis with 40% of work completion.

Project Stage I: Student has to select a topic for Project/dissertation, carry out literature

review, find the literature gap, carry out 25yo or more work on Project/dissertation topic and

submit the report and deliver the seminar based on it. It is to be evaluated intemally by three

members panel of examiners headed by HOD wherein guide should be one of the members of

the panel.

Course Outcomes:


CEP332.l define the problem with objectives with bridging the research gap.

C8P332.2 demonstrate the problem in-depth knowledge and thoughtful application in stating an

in-depth analysis of key theories supporting the study.

C8P332.3 apply the relevant methodology and technique to solve the problem.

CEP332.4 complete 40% study on defined problem through mathematical application or

experimentation.

814 B

432 : DISSERTATIONPHASE II

Course Objectives:

I. To complete the study with respect to objectives defined in phase l.

II. To record the findings ofthe study.

III. To prepare the report on complete study with clear interpretation, discussion of the

results and conclusions.

IV. To identify the future scope ofthe study.

Project Stage II: Student has to carry out remaining project/dissertation work on the

selected ProjecVdissertation topic and submit the report. It is to be evaluated intemally by three

members panel of examiners headed by HOD wherein guide should be one of the members of

the panel.

Course Outcomes:


CEP432.\ complete the study with respect to objectives defined in phase I.

CBP432.2 record and analyze the results ofthe findings of study.

CEP432.3prepare the report on complete study with clear interpretation, discussion of the

results and conclusions.

CBP432.4 define future scope of study.

4o

Teaching Scheme : 32 P Total:32 Credit : 16

Evaluation Scheme: Internal :200: External:200 Total Marks: 400

zak

AMRAVATI PROPOSED CURRICULUM 2019 - GCOEA

Documents

Transcript of AMRAVATI PROPOSED CURRICULUM 2019 - GCOEA