uvce 2k11 scheme ce syllabus

Affiliated to

BANGALORE UNIVERSITY

UNIVERSITY VISVESVARAYA COLLEGE

OF ENGINEERING K.R. CIRCLE, BANGALORE – 560 001

2K11 SCHEME OF STUDY AND EXAMINATION FOR B.E. DEGREE IN CIVIL ENGINEERING

DEPARTMENT OF CIVIL ENGINEERING JNANA BHARATHI, BANGALORE – 560 056

DEPARTMENT OF CIVIL ENGINEERING, U.V.C.E

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REGULATIONS GOVERNING THE B.E. DEGREE COURSES

(2K11 -SEMESTER SCHEME)

EFFECTIVE FROM AUGUST 2011

A. TITLE AND DURATION OF THE COURSES

A.1 The courses governed by AICTE shall be called the Degree Course in Bachelor of Engineering, inshort,

BE and the course governed by Council of Architecture shall be called the Degree Course in

Bachelor of Architecture, in short B.Arch.

A.2 The Courses governed by AICTE shall be of four academic years duration or 8 semesters and the

course governed by Council of Architecture shall be of five academic year’s duration or 10 semesters.

The duration of each semester is 16 weeks.

The scheme of study and examination for 1 Year (I & II Semesters) will be the same for all the

branches of Engineering under AICTE, except for Architecture branch.

A.3 The Calendar of events in respect of the course shall be as fixed by the University from time to time.

A.4 Examination in all the subjects of all the eight semesters of B.E. and 10 semesters of B.Arch will be

conducted after the end of each semester, except when there are no candidates appearing for any subjects.

B. ADMISSIONS

B.1. a) Admission to the First Year Course through Common Entrance Test / Aptitude test conducted by

appropriate bodies of Government of Karnataka shall be open to student who have passed

(i) The Two Years Pre-University Examination conducted by the Karnataka State Pre-University Board and

(ii) Plus Two C.B.S.E. or I.C.S.E. with Physics, Chemistry and Mathematics as optional papers and

English as a paper of study or any other examination recognized by the University as equivalent thereto.

b) Candidates belonging to all categories shall have secured a minimum of 35% percent marks in the

aggregate of the three optional papers i.e. Physics, Chemistry, and Mathematics of Second Year of the

qualifying Examination or at the Public Examination held at the end XII Year to be considered eligible for

admission to first year B.E or B.Arch. by the University.

B.2 a) B.Sc., Graduates are also considered for admission to First Semester through Common Entrance

Test / Aptitude test conducted by appropriate bodies of Government of Karnataka if they have secured a

minimum of 50% marks in the aggregate of (i) Physics, Chemistry and Mathematics, (ii) Physics,

Mathematics and Electronics (iii) Physics, Mathematics and Computer Science at the B. Sc. Examination.

However, in case of Schedule Caste and Schedule Tribes or any other group classified by Government of

Karnataka for such purposes the percentage of the aggregate - marks in the specified group of subjects

shall not be less than 40%

b) Diploma holders in Architecture granted by the Board of Technical Examination in Karnataka or

Equivalent who have obtained not less than 50% of the total maximum marks in the final examination

leading to the said Diploma, provided that the minimum marks for the purpose of qualification specified

above shall not be less than 35% in the case of candidates belonging to Scheduled Castes, Scheduled

Tribes and Backward Tribes, or any other groups classified by the Government of Karnataka for such

purposes, in the appropriate branch.

B.3 Diploma holders in appropriate Branch of Engineering granted by the Board of Technical Examination

in Karnataka or equivalent who have obtained not less than 50% of the total maximum marks in the final

examination leading to the said Diploma, are considered for admission to III Semester of Day and Evening

courses of appropriate branches of Engineering. In case of candidates belonging to Schedule Castes,

Schedule Tribes and Backward Tribes or any other group classified by the Government of Karnataka, the

percentage of marks obtained should not be less than 40%.

Note : Students admitted on the basis of B.2 and B.3 are not eligible for exemption in any of the subjects

of B.E. Degree Course or B.Arch.


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B.4 a)

I) All the candidates irrespective of quota / category to which they belong to and admitted to UVCE at

I Semester and III Semester of any branches or transferred to UVCE from any other University shall pass

the following Audit subjects.

i) Kannada ii) Environmental Studies

iii) Technical English and iv) Constitution of India and Professional Ethics

II) All the candidates irrespective of quota / category to which they belong to and admitted to UVCE at

I Semester and III Semester of B.Arch or Transferred to UVCE from any other University shall pass the

audit subject Kannada.

Each Audit subject shall be assessed for an Internal assessment marks of 50.

The Internal assessment marks shall be based on 2 tests. The tests will have to be answered in “Blue

Books”.

Provision is made for an additional test to be conducted at the end of the Semester to provide an

opportunity to the student to improve the internal assessment marks, with the permission of the

Departmental Chairman.

The average of the marks obtained for any two tests and converted to 50 marks should be chosen for the

award of internal assessment marks to the advantage of a student.

If a candidate is absent to all the tests conducted, the internal assessment marks awarded will be zero.

All audit subjects are considered as “Sessional subject” for which a student has to obtain a minimum of 20

out of 50 marks.

If a student fails to satisfy the sessional requirement of the audit subject, he / she can make it up during

the next academic semester, with the consent of the Staff teaching the Audit subject and Chairman, to

which the concerned candidate belongs to.

· A student shall attend a minimum of 75% of the total number of classes held in each of the audit

subject. In case the candidate fails to attend 75% of the class held in audit subject, he / she will attend the

same during the next academic year along with regular students.

Separate consolidated marks card in respect of audit subjects shall be issued to the candidate, qualified for

the degree of Engineering or B.Arch along with VIII Semester marks card in case of Engineering courses

and X Semester marks card in case of Architecture course.

b) All the candidates admitted to III Semester of Engineering courses under Diploma quota have to

complete the Bridge course subjects Mathematics I & Mathematics II before getting admitted to VII

Semester. Those candidates admitted to III Semester Day and Part Time B.E Mechanical Engineering

course have to complete one more Bridge course subject “Basic Electronics & C Programming”.

Along with this condition the candidates have to satisfy regulation under H-Promotions and Eligibility

for Examination.

C. REGISTRATION TO COURSE./EXAMINATION

C.1 Every candidate should register for each semester before the reopening of the Semester by paying the

prescribed tuition and other fees without fine and within the next two weeks by paying the prescribed fine.

C.2 Registration to University Examinations.

(i) A candidate shall register for all the examination papers of that semester in which he is currently

studying.

D. ATTENDANCE

D.1 A candidate shall undergo the prescribed course of study in the University Visvesvaraya College of

Engineering, Bangalore University.


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D.2 A student shall attend a minimum of 75% of the total number of classes held in each of the subject

(Theory, Drawing and Practical) in each Semester.

D.3 A candidate not obtaining 75% of the attendance as stated in D.2 shall not be permitted to take the

concerned semester examination.

D.4 Candidate having less than 75% attendance in any subject have to repeat that particular semester along

with the regular students of that semester during next academic year.

D.5 The basis for the calculation of attendance shall be the period prescribed by the University by its

calendar.

E .INTERNAL ASSESSMENT

E.1 whether theory or practical each paper shall have an internal assessment (IA) Marks as mentioned in

the Scheme of study.

E.2 a) The I.A. marks in a theory paper shall be based on two tests, normally conducted during the 8th and

12th week of each semester as per the calendar of events fixed by the University. The tests will have to be

answered in 'Blue Books' with Pages serially numbered.

b) Provision is made for an additional test to be conducted at the end of the semester to provide an

opportunity to the student to improve the Sessional marks, with the permission of the Departmental

Chairman / Chairperson.

c) The average of the marks obtained from any two tests shall be chosen for the award of Sessional marks,

to the advantage of a student.

d) If a candidate is absent in all the tests, the Internal Assessment Marks will be awarded as zero in that

paper.

E.3. In the case of practicals and drawings, 60% of the Internal assessment marks shall be assessed by the

work done in the respective classes and Laboratory Record/ Drawing / Workshop models and Diary

submitted thereon and 40% of the Internal Assessment marks by a test.

In respect of Architecture Course 80% of the Internal assessment Marks shall be assessed by the work

done in the class and 20% by a test.

E.4. Internal Assessment marks in case of Project Work, extensive Survey project and Educational Tours

are to be awarded by the concerned teachers/guides and are also considered as Sessional subject for which

a student has to obtain a minimum of the Internal Assessment marks as mentioned

of 25 and 25 out of 50) and as in E.6 (b).

E.5. The Internal Assessment marks awarded shall be displayed on the notice board of the respective

Department latest by two weeks after the end of the semester and, certified copy with any corrections

incorporated shall be forwarded to the University authorities as specified. The students are advised to

maintain the blue books till one month from the date of announcement of results by the University.

E.6 ELIGIBILITY

a) There is no separate minimum requirement of I.A marks in each theory subject to be eligible to appear

for the semester examination of Engineering courses.

The minimum Class marks required in each subject is 50% of the Internal Assessment marks to appear

for the examination of the Concerned Semester of Architecture Branch.


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b) However, the minimum Sessional requirement specified in each of the Practicals, Drawing, project

work, extensive survey projects and project tours is 50% of the Internal Assessment marks as mentioned in

the Scheme (12 out of 25 marks) to be eligible to appear for the examination of the concerned semester.

c) Those students who fail to get the minimum Sessional I.A marks in anyone of the paper as per E.6 (b) is

declared to have Not Satisfied the Session Requirements (NSSR) and is not permitted to go to the next

Semester and also not permitted to appear for that Terminal Examination.

To continue the course, they have to repeat the entire course work of that semester along with the

regular students during the next academic year.

F. MINIMUM FOR PASS, DECLARATION, AND CLASSIFICATION OF RESULTS

F.1. a) For a pass in semester a candidate shall secure a minimum of 35% of the marks prescribed for each

paper in the University Examination (Theory, Practical, Drawing, Project work, Viva Voce etc.) and 40%

marks in the total aggregate of all papers and their internal Sessional marks prescribed for that semester in

the first appearance.

b) For a Pass in each subject a candidate of Architecture course shall secure a minimum of 35% of the

marks prescribed for a subject in the University Examination (Theory, Practical, Drawing, Project work,

Viva-Voce etc.) and 40% in overall aggregate of marks of all subjects put together (including Class marks

or Internal assessment, Viva-Voce, Practical and Theory exam)

F.2. Those students who pass in all the papers as stated in F.1 but fail to get the aggregate percentage of

marks are declared to have failed in the examination. However, they may be permitted to withdraw only

theory subjects to make up the deficiency in aggregate.

F.3. The candidates who do not satisfy F.1 shall be deemed to have failed and have to appear in the failed

papers at the University Examination on the next occasion. There will however, be no change in the

internal marks allotted to the candidate, except when the student repeats the semester as provided in E.6

(b) or F.4.

F.4. Provision is made for one and only one rejection of results of all the papers in each semester if the

candidate decides to reappear for all papers of that - semester. Such rejection should be made within 30

days of announcement of result, by making a written application through the Principal of the College, to

the Registrar (Evaluation).

If such rejection is in respect of the results of all the papers of one semester, he will have the option to

repeat his studies for that semester and earn fresh internal Assessment marks as well and gets the benefit of

first appearance. The earlier rejection of the results

however cannot be revoked.

F.5. The results of any semester will be declared as passed or failed as the case may be in accordance with

Regulation F.1

F.6. To be eligible for the award of the B.E. Degree in any branch or B.Arch, a candidate shall have

completed the scheme of training and passed in all papers prescribed for the course.

F.7. Further to regulation F5, the following classification will be made in the declaration of results (i) of

each semester and (ii) the final declaration of successful candidates for the degree course.

(1) First Class with Distinction

(2) First Class and

(3) Second Class

F.8. a) For the declaration of class of each semester, the marks obtained by the candidate in the first

appearance for that semester will be taken into account except as per clause F.4


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b) Those students who pass all the papers of a semester in the First appearance as per the Regulation F.1

and also secure not less than 70% of the aggregate marks will be declared to have passed that examination

in 'First Class with distinction'.

c) Those students who pass all the papers of a semester in First appearance as per Regulations F.1 and also

secure 60% and above but less than 70% of the aggregate marks will be declared to have passed that

examination in First Class. Also those students who fail in one or more subjects but passes in those

subject(s) subsequently and secure 60% and above but less than 70% of the aggregate marks at the first

appearance will be declared to have passed in First Class.

d) All the remaining successful candidates who pass all the papers of semester as per Regulation. F.1 will

be declared to have passed in Second class.

F.9. For the final declaration of successful candidates for the entire course, marks obtained by a candidate

in the first appearance taking all the papers of VII and VIII semester Examinations will be considered for

declaration of class as follows.

a) Candidates who secure 70% and above marks in the aggregate of VII and VIII Semesters, and also pass

in all the papers of VII & VIII semester in First appearance subject to regulation F. 7. Will be declared to

have passed the BE Degree Examination in First Class with Distinction and will be indicated in the degree

certificate.

b) Candidates who secure 60% and above but less than 70% marks in the aggregate of VII and VIII

Semesters in First appearance subject to Regulation F.7 will be declared to have passed the B.E. Degree

Examination in First Class and will be indicated in the degree certificate. (As in F.8. c above)

c) All other successful candidates satisfying Regulation F.1 and F.6 will be declared to have passed B.E.

Degree Examination in Second Class.

d) Candidates who secure 70% and above marks in the aggregate of VII to X Semesters, and also pass in

all the papers of VII to X semesters in First appearance subject to regulation F. 7. Will be declared to have

passed the B.Arch Degree Examination in First Class with Distinction and will be indicated in the degree

certificate.

e) Candidates who secure 60% and above but less than 70% marks in the aggregate of VII to X Semesters

in First appearance subject to Regulation F.7 will be declared to have passed the B.Arch. Degree

Examination in First Class and will be indicated in the degree certificate. (As in F.8. c above)

F.10 RANK DECLARATION

1. Only those students who pass all the semesters prescribed for the course in First Class are eligible for the

declaration of the Rank.

2. The Ranking is done based on the cumulative total of all the aggregate marks (inclusive of I.A. marks) scored in

each of the semesters prescribed for the course.

3. Only first 10 ranks are declared for each branch.

F.11. MEDALS AND CERTIFICATES

Medals and certificates are given to only those who become eligible for the award of the degree as per the

conditions stipulated in each case of such award.

G. BENEFITS OF EXEMPTION

In case a candidate who pass all the subjects by scoring 35% in each subject but fails to get 40% in

aggregate is permitted to withdraw only few theory subjects to make up 40% of marks in aggregate.


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H. PROMOTIONS AND ELIGIBILITY FOR EXAMINATION

H.1 An academic year consists of Odd and Even Semester. A candidate is eligible for promotion

to next academic year (starting with an Odd Semester) provided the candidate has not failed in more than 4

papers of the two semesters of the just previous academic year and has completed all papers of the

examinations lower to the previous year. Not withstanding E6(c), there is total mobility from the Odd to

the Even Semesters of any particular academic year. As an example, a candidate seeking eligibility to

VII Semester should have passed all the papers up to and including IV Semester and should 'not have

failed in more than 4 papers of V and VI Semester put together.

H.2. Candidates not covered by Regulation H.1 are not eligible for promotion to the next Semester till they

qualify under regulation H.1

H.3. A candidate, who does not obtain eligibility to enter III Semester with in a period of three consecutive

academic years from the date of admission, has to discontinue the course.

However the candidate may get re-admitted to the I Semester of BE. Degree course of the University to

continue the course.

I. TRANSFER OF STUDENTS

1. Subject to the conditions like intake and approval by the University, Change of branch is allowed to III

Semester only provided the candidate seeking the Change of branch has passed in all the papers of the I &

II Semester of Engineering courses of UVCE.

2. Transfer of students from any other Universities of Karnataka State to Bangalore University will be

permitted to the same branch only at the beginning of III Semester or V Semester and not beyond,

provided he/she has passed in all the papers of the earlier semesters.

In addition he/she should get academic clearance from Dean Faculty of Engineering, Bangalore

University, Bangalore who may suggest any additional papers to be studied by the candidate if necessary.

3. A candidate seeking transfer from another University under Regulation I.1 should have cleared all the

subjects of the previous years/semesters prescribed by parent University and produce a certificate to that

effect from the University Registrar before seeking transfer.


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SCHEME OF STUDY AND EXAMINATION FOR ALL ENGINEERING COURSES

2K11 SCHEME

(EFFECTIVE FROM AUGUST 2011)

I SEMESTER

Sl

No

Code No. Subject No. of Hr/week

Duration of

Exam

Class /

Sessional

Marks

Exam

Marks

Theory Pract. Theory Pract.

1. 2K11SM1101 Engineering Mathematics - I 4 - 3 - 25 100

2. 2K11CE1101 Engineering Mechanics 4 - 3 - 25 100

3. 2K11EE1101 Electrical Sciences 4 - 3 - 25 100

4. 2K11SP1101/

2K11SC1101

Engineering Physics /

Engineering Chemistry

4 - 3 - 25 100

5. 2K11SP1102/

2K11SC1102

Engineering Physics lab /

Engineering Chemistry lab

1 3 - 3 25 100

6. 2K11CI1301 Programming in C 4 - 3 - 25 100

7. 2K11CI1302/

2K11EE1302

C Programming lab/ Electrical

laboratory

1 3 - 3 25 100

8. 2K11EM1101 /

2K11EM1102

Mechanical Engineering

Science / Workshop Practice

4/3

- 3 25 100

TOTAL

200 800

1000

II SEMESTER

Sl

No.

Code No. Subject No. of Hr/week Duration of

Exam

Class /

Sessional

Marks

Exam

Marks


1. 2K11SM1201 Engineering Mathematics - II 4 - 3 - 25 100

2. 2K11CE1201 Strength of Materials 4 - 3 - 25 100

3. 2K11EC1201 Basic Electronics 4 - 3 - 25 100

4. 2K11SP1101/

2K11SC1101

Engineering Physics /

Engineering Chemistry

4 - 3 - 25 100

5. 2K11SP1102/

2K11SC1102

Engineering Physics lab /

Engineering Chemistry lab

1 3 - 3 25 100

6. 2K11EM1201 Engineering Drawing 1 3 - 4 25 100

7. 2K11CI1302/

2K11EE1302

C Programming lab/ Electrical

laboratory

1 3 - 3 25 100

8. 2K11EM1101/

2K11EM1102

Mechanical Engineering

Science / Workshop Practice

4/3 3 25 100

TOTAL

200 800

1000


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2K11SM110 ENGINEERING MATHEMATICS – I

(Common to Civil, Mechanical, Electrical, Electronics, Computer Science & Information Science)

Hours / Week: 4 Exam: 3 Hours

Total: 60 hours Class Marks: 25

Max Marks: 100

PART – A

Unit-1: Successive Differentiation: nth derivative of standard functions, Leibnitz theorem and problems, Polar curves

and angle between two polar curves, Pedal equation of polar curves 6+1*=7 hrs.

Unit-2: Rolle’s Theorem, Lagrange and Cauchy mean value theorem and applications, Applications of Taylor and

McLaurin’s expansion for a single and two variables (without proof). Indeterminate forms, evaluation of limits by

L-Hospital rule (without proof). Maxima and Minima for a function of two variables. 7+2*=9 hrs.

Unit-3: Derivative of an arc in Cartesian, parametric and polar forms. Curvature of plane curves-formula for radius

of curvature in Cartesian, parametric, polar and pedal forms, centre of curvature – evolutes, singular points,

asymptotes and envelopes. 6+1*=7 hrs.

Unit-4: Partial differentiation: First and higher order derivatives, Euler theorem, Total differentiation, differentiation

of implicit functions and composite functions, Jacobians, Errors and approximations. 6+1*=7 hrs.

PART – B

Unit-5: Standard reduction formulae for definite and indefinite integrals, Evaluation of these integrals with standard

limits, problems, Tracing of standard curves in Cartesian form, parametric form and polar form. 6+1*=7 hrs.

Unit-6: Double and Triple integrals, evaluation by the change of order of integration, change of variables and

applications to area and volume, Beta and Gamma functions, Relation between beta and gamma functions,

applications. 5+3*=8 hrs.

Unit-7: Sequence of real numbers: Definition of a sequence, Bounded sequence, limit of a sequences Convergent,

divergent and oscillatory sequences, Monotonic sequences and their properties Cauchy’s criteria. 6+1*=7 hrs.

Unit-8: Infinite series : Convergence, divergence and oscillation of an infinite series, comparison tests, p-series,

D’Alembert’s ratio test, Raabe’s test, Cauchy’s root test, Cauchy’s integral test (all tests without proof) for series of

positive terms. Alternating series: absolute and conditional convergence, Leibnitz’s test (without proof, summation

of binomial, exponential and logarithmic series. 7+1*=8 hrs.

Question paper pattern:

The question paper contains two parts namely, Part A and Part B. Each part contains 4 questions. Five full questions

are to be answered in all out of 8 questions, choosing at least two from each part.

Text Books:

1. Thomas, G B & R L Finney, Calculus, Addison Wesley, 9th Edition, 1998.

2. E. Kreyszig, “Advanced Engineering Mathematics” 8th Edition, 2004, John Wiley and sons.

3. P V O Neil Advanced Engineering Mathematics, Pearson / Thomson.


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2K11CE1101 ENGINEERING MECHANICS

(Common to all branches except B.Arch)



Max Marks: 100

PART – A

1. Introduction : Concept of particle and rigid body, force and its characteristics, classification of force system,

principle of transmissibility of a force, composition of force, resolution of a force, moment of a force, couple and

its characteristics, replacement of force at some other point, varignon’s theorem, free body diagrams. 4 hrs.

2. Resultant of coplanar force system : Resultant and coplanar concurrent force system, resultant of coplanar parallel

force system, resultant of coplanar non-concurrent force system, force polygon and funicular polygon.

6 hrs.

3. Equilibrium of coplanar force system : Equilibrium of coplanar concurrent force system, Lami’s theorem,

Equilibrium of coplanar parallel force system, Types of beams, types of loadings, types of supports, Equilibrium

of coplanar non-concurrent force system, reaction of statically determinate beams subjected to various types of

loads. 6 hrs.

4. Trusses: Introduction, classification of trusses, analysis of perfect plane trusses by the method of joints and method

of sections. 7 hrs.

5. Friction: Introduction, theory of friction laws of dry friction, equilibrium of block on horizontal and inclined

planes, equilibrium of ladder, equilibrium of block and wedge. 7 hrs.

PART – B

5. Centroid and moment of inertia: Centroid of simple geometric areas (from first principles), centroid of composite

areas and built up sections. Rectangular MI, Polar MI, radius of gyration, product of inertia, parallel axes theorem,

perpendicular axis theorem, MI of simple geometric areas (from first principles), MI of composite areas and built

up sections. 8 hrs.

6. Kinematics: Kinematics of rectilinear motion with uniform and variable acceleration, kinematics of curvilinear

motion in vertical plane – projectiles. 8 hrs.

7. Kinetics: Kinetics of rectilinear motion, D’Alembert’s principle of dynamic equilibrium, kinetics of curvilinear

motion-banking and super elevation, Design speed, Max speed , Min speed, motion on level circular path and

motion on banked circular path. 8 hrs.

8. Work and Energy : Potential energy, kinetic energy, work done by a force, work-energy equation, work done by

force on spring, virtual work, principles of virtual work. 6 hrs.


The question paper contains of 4 question from Part A and 4 questions from Part B. The students have to answer

5 full questions, selecting at least 2 questions from each part.


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Reference books:

1. Engineering Mechanics – S S Bhavikatti, New Age International (P) Ltd.,

2. Engineering Mechanics – R K Bansal, Laxmi Publications (P) Ltd.,

3. Engineering Mechanics – S Ramamrutham, Dhanpat Rai Publishing Company (P) Ltd.,

Mechanics for Engineers – Beer and Johnston, Mc Graw Hill book Company.

2K11EE1101 ELECTRICAL SCIENCES




Max Marks: 100

PART – A

1. ELECTROMAGNETISM: Faraday’s laws of Electromagnetic induction, Lenz’s law, Concept of Inductance –

Self and mutual, Inductance as a circuit element. 3+1* hrs.

2. DC CIRCUITS: Concept of an Electric circuit, Kirchhoff’s laws. Analysis of DC circuit by (i)Network reduction

method (ii) Kirchhoff’s laws (iii) Mesh current method. 5+1* hrs.

3. AC CIRCUITS :

A. SINGLE-PHASE CIRCUITS: Generation of ac power, Average and effective values of sine wave, form

factor and peak factor. Phasor representation, voltage, current and power relations in R-L, R-C and R-L-C

circuits. Analysis of series, parallel, and Series-Parallel circuits.

B. THREE-PHASE CIRCUITS: Advantage of three phase systems. Star and delta connections. Relationship

between line and phase values. Measurement of three phase power using two wattmeters in a three phase

balanced system. 10+2* hrs.

4. DC MACHINES :

A. DC GENERATOR: Basic principle of working, constructional features, Lap and Wave Windings. Types of

Generators, EMF equation, Concept of armature reaction and commutation. Characteristics and applications

of DC machines.

B. DC MOTOR: Principle of operation, back EMF, Torque equation, types of motors, characteristics and

applications. Necessity of starters, three point starter (excluding design). 7+1* hrs.

PART – B

5. SINGLE PHASE TRANSFORMER: Principle of operation, Construction, EMF equation, Power losses and

efficiency. Definition of Regulation, Open circuit and Short circuit tests. Predetermination of regulation and

efficiency from OC and SC test data. All day efficiency. 6+2* hrs.

6. THREE PHASE INDUCTION MOTOR: Constructional features, Principle of operation, Production of Torque,

Slip, Torque-slip characteristics, losses and efficiency, Star-delta starter and applications. 5+1* hrs.

7. a) ALTERNATORS: Constructional features. Principle of operation, EMF equation considering winding factors

(Excluding derivation of winding factors).

b) Different methods of Power Generation. 6+1*hrs.

8. a) MEASURING INSTRUMENTS: Moving iron and moving coil meters-extension of ranges Dynamometer type

of wattmeter. Induction type energy meter. 5 + 1* hrs.

b) EARTHING : Necessity, Types of earthing. 3 hrs.

50 hrs. + 10* hrs. Tutorials


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The question paper consists of 8 questions of 20 marks each. The students have to answer 5 full questions, selecting

at least two questions from each PART.

Reference Books:

1. Electrical Technology - H. Cotton

2. Electrical Engineering - Hughes

3. Electrical Technology - B. L. Theraja

4. Electrical Sciences - M. V. Rao

5. Electrical Engineering - V. K. Mehta

6. Basic Electrical Sciences- Prof. P. M. Chandrashekaraiah

2K11SP1101 ENGINEERING PHYSICS




Max Marks: 100

PART – A

1. Physics of Vibrations: Free oscillations – differential equation and solution; Damped vibrations – differential

equation and solution; critical, over and under damping; analogy with electrical circuits; Forced vibrations –

differential equation and solution; amplitude and velocity resonance; sharpness of resonance and quality factor; LCR

resonance . 6 hrs.

2. Elasticity : Statement of Hooke’s law; Elastic moduli and Poisson’s ratio; Derivation of relation between the elastic

moduli; torsion of Cylinder; expression for couple per unit twist; bending of beams; expression for bending moment;

theory of single cantilever. 6 hrs.

3. Free electron theory of metals: Classical free electron theory for electrical conduction in metals; expression for

drift velocity and electrical conductivity; expression for thermal conductivity; Weideman Franz law; limitations of

free electron theory. 6 hrs.

4. Superconductivity : Temperature dependence of electrical conductivity in metals and superconductors; magnetic

effects – Meissner effect; type I and type II superconductors; temperature dependence of critical magnetic field;

qualitative ideas of BCS theory of superconductivity; high temperature auperconductors; application of

superconductors – cryotron, superconducting magnets. 6 hrs.

5. Cryogenics : Idea of throttle expansion of gases; Joule Thomson experiment, Expression for inversion

temperature, Method of production of low temperature, Linde’s air liquefier, Measurements of low temperature -

platinum resistance thermometer (theory and construction). 6 hrs.

PART – B

6. Lasers : Spontaneous and stimulated emission of radiation; population inversion; necessary condition for laser

action; optical resonator; construction and working of Ruby; -Helium-Neon and semi conducting laser;

applications of laser (any two). 5 hrs.


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7. Optical Fibre: Schematic of optical fibre; total internal reflection; derivation of expression for numerical aperture

and acceptance angle; types of optical fibre; loss mechanisms in optical fiber; absorption; attenuation and scattering

effects; applications in communication; point to point communication. 5 hrs.

8. Holography: Fundamentals of holography, difference between photography and holography, Construction of

hologram, recording and reproducing of three dimensional image, applications of holography (any two).

5 hrs.

9. Dielectric materials: Definitions of dielectric constants and polarization – different types of polarization –

electronic, orientation and ionic – Clausius – Mossetti equation – Ferro electric materials – applications of

dielectric materials. 5 hrs.

10. Magnetic materials: Definition of magnetization and magnetic susceptibility; dia para, ferro and ferri magnetic

materials; qualitative ideas of Langevin theory of dia and para magnetism; soft and hard magnetic material -

applications. 5 hrs.

11. Liquid Crystal: Classification of liquid crystals – Orientational order intramolecular forces – deformation of the

director - magnetic effects – optical properties – applications – LCD. 5 hrs.


The question paper consists of 8 questions of 20 marks each. The students have to answer 5 full questions, selecting

at least two questions from each PART.

Reference Books:

1. Modern Physics, Kenneth. S. Krane, John Wiely & Sons.

2. Solid State Physics, S. O. Pillai, New Age International

3. Fundamentals of Physics – Halliday and Resnick, Ninth Edition.

4. Material Science, S. L. Kulkarni & K. C. Bhandari, New Age International

5. Laser and Non Linear optics: B B Laud

Physic for Scientists and Engineers Serway & Jewett Thomson Book Collections.

2K11SC1101 ENGINEERING CHEMISTRY




Max Marks: 100

1. Solid State Chemistry/ Metallic Solids

Bonding in solids: Ionic, covalent, metallic and molecular solids. Band Theory of solids: Molecular orbital theory,

linear combination of atomic orbitals, bonding and anti – bonding orbitals with H and He as examples, extension of

band theory to metals, semiconductors and insulators. Semiconductors: Intrinsic and extrinsic – p and n – types,

stoichiometric semiconducting compounds, numerical problems. 8 hrs.

2. METAL FINISHING

Polarisation, decomposition potential and overvoltage, Technological importance of metal finishing. Effect of plating

variables on electrodeposits. Electroplating techniques – methods of electroplating, surface preparation, plating of Cr.

Electroless plating of copper for PCB. 7 hrs.


- ( 13 ) -

3. Battery technology: Battery-their importance, classification. Cell characteristic, cell reactions and performance of

primary batteries-Zn-MnO2, Secondary batteries – working principle, cell reactions and performance of Pb-acid

battery, Ni-Cd battery, Modern batteries – Zn – air battery, Li-MnO2 battery. Fuel cells – definition, classification,

advantages and limitations. Construction and cell reactions of H2-O2 fuel cell and methanol – oxygen fuel cell.

7 hrs.

4. Corrosion Engineering: Metallic corrosion-definition, electrochemical theory of corrosion, Forms of corrosion-

differential metal corrosion, differential aeration corrosion – pitting corrosion, waterline corrosion, stress corrosion.

Factors affecting the rate of corrosion. Corrosion control – surface coatings, inorganic coatings- phosphating,

anodizing, organic coatings – paints and enamels. Metal coatings – anodic metal coatings – galvanizing. Cathodic

metal coatings – tinning. Corrosion inhibitors. Cathodic and anodic protection. 7 hrs.

5. High Polymers: Definitions – Natural and synthetic polymers, mechanism of addition polymerization (free radical

mechanism), degree of polymerization, glass transition temperature. Addition and condensation polymers. Resins and

plastics : Differences between resins and plastics, thermoplastics and thermosetting plastics – manufacture, properties

and applications of HDPE and LDPE, polystyrene, phenol - formaldehyde, Teflon, polymethyl methacrylates,

polyurethanes and polycarbonates. Elastomers: Deficiencies of natural rubber, vulcanizations, advantages of synthetic

rubber. Manufacture and uses of Neoprene and Buna-S. Adhesives: Manufacture and applications of epoxy resins.

8 hrs.

6. Conducting Polymers and fullerenes: Conducting Polymers: Definition, examples – PA, PPP, PPY and others,

differences between conducting polymers and conventional conductors, doping – oxidation reductive, protonic acid

doping, mechanism of conduction – formation of soliton, polaron and bipolar mechanisms. Fullerenes: Structure of

C60, preparation, reactions; Friedal Crafts reaction, addition halogenations. 8 hrs.

7. GREEN CHEMISTRY: Introduction, Principles, Atom economy : Concept, AE in oxidation of benzene & butane,

synthesis of aldrin by Diels – Alder reaction; Waste : Production & Prevention, E-factor, synthesis of ibuprofen;

Water as a reaction solvent : Concept & Synthesis of indole, reduction reactions; Microwave Irradiation in Organic

synthesis : concept, advantages, synthesis of esters, oxidation reactions, amination of ketones; Ionic liquids :

examples, concept, synthesis of 2 – phenylacrylic acid; Biocatalysis : concept, advantages, synthesis of 6 -

aminopenicillanic acid; Synthesis of vitamin C. 8 hrs.

8. Nonomaterials: Introduction and definition of nanoparticles and nanomaterials, electronic structure, electronic band

theory. Preparation of nanoscale materials: Precipitation, mechanical milling, chemical vapor deposition and

sputtering. Fullerene: Nature of carobn bond, Discovery of C60, Synthesis of C60, Structure of C60, Alkali doped.

7 hrs.


It shall consists of 14 questions of 10 marks each (with sub divisions A and B with 6 and 4 marks) out of which 10

questions have to be answered (5 questions from each PART). While setting the question paper, 7 questions in PART-

A and 7 questions in PART B have to be set. For PART A, questions should be drawn from the chapters 1-4

(Electronic structure of solids, metal finishing, Battery technology and corrosion Engineering) and for PART B,

questions should be drawn from the Chapters 5-8 (High polymers, conducting polymers and fullerenes, Green

Chemistry and Nanomaterials)


- ( 14 ) -

Reference Books:

1. Solid State Chemistry and its applications by A. R West, John Wiley , 1987

2. Engineering Chemistry by P C Jain and Monica Jain, Dhanpatrai Publishing Co. Ltd.

3. Chemistry in Engineering and Technology Vol. 1 and Vol. 2 by J. C Kuriacose and J. Rajaram, Tata McGraw-

Hill Publishing Company Ltd.

4. Chemistry of Advanced Materials by C.N. R. Rao, Blackwell Scientific Publications.

5. Solid State Chemistry Compounds by A. K. Cheethan and P. Day, Clarendon Press, Oxford, 1992.

6. An introduction to electrochemistry by Glasstone, East-West Press Pvt. Ltd, 1985.

7. Chemical and Electrochemical Energy Systems by R. Narayan and B. Viswanathan, University Press, 1998.

8. Text book of Polymer science by F. W. Billmeyer, Jr., John Wiley and Sons, 1994.

9. Engineering Chemistry by R. Gopalan, D. Venkappayya and Nagarajan, Vikas Publishing House Pvt. Ltd, 1999.

10. Green Chemistry: An Introductory Text by Mike Lancaster, Royal Society of Chemistry, 2002.

11. Green Chemistry Environment Friendly Alternatives by Rashmi Sanghi and M. M. Srivastava, Narosa Publishing

House, 2003.

2K11SP1102 ENGINEERING PHYSICS LABORATORY



Class Marks: 25

Max Marks: 100

1. Density of Glass tube

2. Volume resonator

3. Sonometer

4. Diffraction grating

5. Air wedge

6. Newton’s ring

7. Experiment with laser

8. n by dynamic method

9. y by single cantilever

10. y by bending method

11. Experiment with fiber optics

12. Determination of Currie temperature of a ferromagnetic substance

13. Transistor characteristics

14. Temperature dependence of risibility of semiconductor

15. Measurement of dielectric constant and its temperature dependence

2K11SC1102 ENGINEERING CHEMISTRY LABORATORY



Class Marks: 25

Max Marks: 100

PART – A

1. Preparation of standard EDTA solution and determination of total hardness of water.

2. Preparation of standard EDTA solution and determination of calcium oxide in the given sample of cement solution

(rapid EDTA method).

3. Determination of Cu% in brass using standard sodium thiosulphate solution (brass solution to be prepared by

weighing the brass sample).

4. Preparation of standard dichromate solution and determination of iron in the given sample solution of haematite

ore (external indicator method).


- ( 15 ) -

5. Determination of manganous dioxide in the pyrolusite using potassium permanganate solution (pyrolusite is to

be weighed).

6. Determination of chemical oxygen demand of the given industrial waste water sample.

7. Estimation of Ca2+ ions in the solution of dolomite.

PART – B

1. Determination of pKa value of a week acid using pH meter.

2. Colorimetric determination of iron / copper / any other metal.

3. Estimation of hydrochloric acid using standard sodium hydroxide solution conductometrically.

4. Determination of coefficient of viscosity of a given liquid using Ostwald’s viscometer (density of the liquid is to

be given).

5. Kinetics of acid hydrolysis of methyl acetate.

PART – C

1. Demonstration of Chemistry software – Viscosity experiment, demonstration of IR spectroscopy.

2. Demonstration of gravimetric estimation of nickel using dimethylglyoxime.

3. Demonstration of synthetic organic compound synthesis using microwave irradiation (synthesis of asprin, glucose

pentaacetate, oxidation and reduction reactions).

4. Flamephotometric determination of sodium / potassium.

For examination an experiment each from PART – A and PART – B shall be set. Under PART-A, a common

experiment shall be set for all the candidates while under PART – B different experiment may be set.

2K11CI1301 PROGRAMMING WITH C




Max Marks: 100

PART – A

Chapter 1: Computer Fundamentals 6 hrs.

Introduction to digital Computer, Input Devices, Output devices, Storage devices, Operating System, Unix

Commands: ls, mkdir, rmdir, cp, mv, rm, type, cat, date, who, banner, pwd, chown.

Chapter 2: Fundamentals of C 8 hrs.

Introduction, Character Set, Identifier and Keywords, Constants and Variables, Character and Character Strings,

Promotion and Typecasting, Labels, Data types, Operators and Expressions, Operator Precedence and Associativity,

Basic Input and Output Statements, Library Functions, Programming Examples.

Chapter 3: Control Statements 8 hrs.

Introduction, if Statement, if-else statement, Multi-way decisions, Compound statements, Loops, for Loop, while

loop, do-while loop, break statement, switch statement, continue statement, goto statement, Programming Examples.

Chapter 4: Functions and Scope 8 hrs.

Introduction, Necessity of Functions, Function Declaration and Definition, Classification of Functions, User defined

and library functions, Function parameters, Return values, Recursion, Scope and Extent, Programming examples.


- ( 16 ) -

PART – B

Chapter 5: Arrays and Strings 8 hrs.

Introduction, Necessity of Arrays, Multidimensional arrays, Sorting and Searching of Arrays, Strings, Arrays of

strings, Addition and Multiplication of 2 Matrices, Functions in string.h, Programming examples.

Chapter 6: Pointers 8 hrs.

Introduction to Pointers, Declaration and Initializing of pointers, Accessing a variable through its pointer, Pointers

and Arrays, Passing Arrays to Functions, Pointers and Functions, Accessing arrays inside functions, Programming

Examples.

Chapter 7: Structures and Unions 8 hrs.

Introduction, Declaring and using Structures, Structure initialization, Operations on structures, Array of structures ,

Array within structure, Structures and Functions, Pointers to Structure, Pointers with in the Structure, Union,

Differences between Structure and Union, Operations on a union, Programming Examples.

Chapter 8: Dynamic Memory Allocation 4 hrs.

Introduction, Library functions for dynamic memory allocation, Dynamic multi-dimensional arrays, Self-Referential

Structures, Singly linked list.

Chapter 9: Files 2 hrs.

Introduction, File structure, File-handling functions, File Types, Concatenation of files.

Question paper pattern: The question paper consists of 8 questions of 20 marks each. The students have to answer

5 full questions, selecting at least two questions from each

Reference Books:

1. Mastering C: Venugopal K.R et al Tata McGraw Hill, 2006. ( Chapter: 1 to 7, 8.1 to 8.6, 8.10 to 8.13, 9, 10.1

to 10.4, 14.1 to 14.3, 15)

2. Programming in ANSI C: Balaguruswamy E, Tata McGraw Hill 1992.

3. Programming in C: Yashwanth Kanetkar P, BPB Publications, 1997.

4. The C Programming Language: Kernighan B.W and Ritchei D.M, Prentice Hall, 1971.

5. The C Odessey: Vijay Mukhy, BPB Publications.

6. C – Aptitude: Venugopal K.R, et al, Tata McGraw Hill, 2006.

2K11CI1302 C PROGRAMMING LAB



Class Marks: 25

Max Marks: 100

1. a) Write a program to determine the mean, variance and standard deviation of n numbers.

b) Write a Program to convert a given number in binary to decimal.

2. a) Write a program to find the smallest and largest element in an array.

b) Write a program to concatenate two strings.

3. a) Write a program to find the sum of squares.

b) Write a program to solve the quadratic equation for all conditions i.e., roots are equal,

imaginary and distinct.


- ( 17 ) -

4. a) Write a program to print the reverse of an integer.

b) Input ‘n’ integers (real, character) & store them in an array.

5. Write a program to sort the elements in ascending and descending order Using

a) Bubble sort b) Selection Sort

6. a) Write a program to find whether the given string is a Palindrome or not.

b) Write a program to insert an element into an array.

7. a) Write a program to calculate the grades of n students from three tests.

b) Write a program to delete an element from an array.

8. a) Write a program to search an element using linear search.

b) Write a program to find the factorial of a number using Recursion.

9. a) Write a program to search an element using binary search.

b) Write a program to generate the Fibonacci series using recursion.

10. Input 2 matrices of size M X N and P X Q. Perform

a) Multiplication if they are compatible.

b) Transpose of the resultant matrix. Print the result in matrix form with suitable headings.

11. Write a program to read and display details of students using structure.

12. Write a program to concatenate two files

13. Write a program to display Norm and Symmetry of Matrix.

14. Write a program to create and display the linked list.

2K11EM1101 MECHANICAL ENGINEERING SCIENCES




Max Marks: 100

PART – A

1. Energy and its Sources: Energy – renewable and non-renewable, thermal, hydroelectric, solar, wind, tidal, ocean

and nuclear energy. 3 hrs.

2. Steam Generation

Boilers – Fire tube (Vertical Fire tube Boiler) & Water tube boiler (Babcock & Wilcox Boiler). Concept of wet, dry

and superheated stream, Enthalpy, Latent heat, dryness fraction, degree of superheat and Entropy, Related numerical

problems. 4 hrs.

3. Energy Conversion : Using the following

a) Steam turbines: impulse and reaction turbines. 4 hrs.

b) I.C. Engines: Diesel and petrol engines. Four stroke and two stroke engines. Indicated power and brake power,

mechanical efficiency and thermal efficiency, Related numerical problems. 6 hrs.


- ( 18 ) -

4. a) Air Compressor : Use of compressed air. Working of compressor, brief introduction and advantages of multi

stage compressors. 3 hrs.

b) Refrigeration and Air Conditioning: vapor compression and vapor absorption refrigeration, Principles of air

conditioning 3 hrs.

PART – B

5. Fasteners: Temporary and permanent fasteners, ISO thread profile, single and multi start threads, lead and pitch

Left and right hand threads, Hexagonal and square head bolts and Nuts, Riveted joints- single riveting and double

riveting and welded joints. 6 hrs.

6. Power Transmission: Belt, rope, chain and gear drives, Velocity ratio, Ratio of Tensions, power transmitted given

the relevant formulae (derivation of formulae is Not included) 6 hrs.

7. Brakes, dynamometers and clutches: Functions and types of brake, dynamometers and clutches. 3 hrs.

8. Bearings & Lubrication: Type of bearing, Journal bearing, & ball bearing. Necessity of lubrication.

Types of lubricants, properties of a good lubricant. 4 hrs.

PART – C

9. Basic principles, procedures, advantages and limitations. Applications and examples involved in the following

processes. 12 hrs.

a. Casting b. Forging c. Rolling d. Drawing e. Extrusion f. Welding g. Brazing & Soldering

9. Machining Lathe: Block diagram of lathe, Basic concepts in turning, taper turning and thread cutting operation.

Drilling: classification of Drilling Machines and their operations. 6 hrs.


Question paper shall contain 8 questions, Five questions to be answered choosing at least 2 from Part A and Part

B and one from Part C. Part A contains 3 questions and Part B contains 3 questions and Part C contains 2 questions

Reference Books:

1. Workshop Technology : Raghuwamashi

2. Workshop Technology : Hajra Choudhary

3. Elements of Mechanical Engineering : K.R.Gopalkrishna

4. Theory of Machines : P.L. Ballaney

2K11EM1102 WORKSHOP PRACTICE


Exercises in fitting shop comprising preparation of different joints using files, hacksaw, taps, dies and

drills in 50mm by 6mm thick mild steel flats. 3 Models

Exercises in Welding shop comprising welding lap joint, butt joint, and L-Joint in 50mm wide by 6mm

thick mild steel flats. 3 Models

Exercises in carpentry shop comprising planning and chiseling and preparation of different joints like

dove-tail joint Tenon – Mortise joint and open bridle-mortise joint in 25mm x 50 mm cross section wood

3 Models.


- ( 19 ) -

Exercises in sheet metal shop comprising development and soldering of cylinder (base closed), cubical

box, simple funnel (made of frustums of cones/Pyramids) and rectangular tray in 22 gauge (1.2 mm thick)

G.I. sheet. 3 Models

Use of power tools to make one of the models in each shop

Total: 12 Models

Scheme of Examination:

Preparation of one model either at fitting shop or carpentry shop.

Preparation of one model in either at welding shop or soldering shop.

Viva – Voce.

2K11EE1302 ELECTRICAL LABORATORY



Class Marks: 25

Max Marks: 100

1. Fluorescent lamp connection with and without capacitor.

2. Prove Kirchhoff’s laws for DC circuits.

3. Measurement of inductance (3 Voltmeter method and AVW-method).

4. V-I characteristics of semiconductor diode.

5. Open circuit characteristics of DC shunt generator.

6. Speed control of DC motor-flux control and Armature control.

7. Open circuit and Short circuit test on single phase transformer (Calculation of % regulation and % efficiency).

8. Transistor characteristics CE configuration.

9. Star and delta connection, to verify phase and line relationships.

10. Op-Amp applications: Voltage follower-Inverting, Non-inverting amplifier, Adder, Differentiator and Integrator.

2K11SM1201 ENGINEERING MATHEMATICS –II




Max Marks: 100

PART – A

Unit-1: Solutions of ordinary differential equations of first order and first degree: Homogeneous forms, Linear and

Bernoulli equations, Exact and reducible to exact equations, using standard integrating factors – orthogonal

trajectories in Cartesian and polar forms. 6 + 1*=7 hrs.

Unit-2: Second and higher order differential equations, homogenous linear equations with constant and variable co-

efficients, problems. Non-homogeneous linear equations with constant and variable co-efficients, problems, Method

of variation of parameters, Method of undertermined co-efficients. 6 + 2*=8 hrs.

Unit-3: Vector differential calculus: Vector valued function of a single variable, Differentiation, Geometrical

meaning, examples. Scalar and vector fields, gradient of a scalar field, geometrical application, divergence and curl

of a vector field, Laplacian, vector identities. 7 + 1*=8 hrs.

Unit-4: Vector integration: Line, surface and volume integrals of a vector function, Green’s, Stokes and Gauss’s

theorem (without proof) problems. Orthogonal curvilinear co-ordinates. 6 + 1*=7 hrs.


- ( 20 ) -

PART – B

Unit-5: Laplace transforms: Definitions and basic properties, Laplace transform of elementary functions and standard

results, Laplace transforms of derivatives and integrals, Laplace transforms of periodic function, Unit step functions.

6 + 1*=7 hrs.

Unit-6: Inverse Laplace Transforms, Convolution theorem, Applications of Laplace transforms to solve linear

ordinary differential equations of first and second order with constant co-efficients. 6 + 2*=8 hrs.

Unit-7: Analytical Geometry in three dimensions: Direction cosines and direction ratios, planes, straight lines, Angle

between planes / straight lines, coplanar lines, shortest distance between skew line and right circular cone and right

circular cylinder. 6 + 1*=7 hrs.

Unit-8: Special functions: Series solution of the Bassel differential equation, Recurrence relation orthogonality,

generating function.

Series solution of Legendre differential equation, Recurrence relations, Generating functions, Legendre polynomials.

7 + 1*=8 hrs.


The question paper contains two parts namely, Part A and Part B. Each part contains 4 questions. Five full questions

are to be answered in all out of 8 questions, choosing at least two from each part.

Reference Books:

1. Thomas G B & R L Finnery, Calculus, Addison Wesley, 9th Edition, 1998.

2. E. Kreyszig, “Advanced Engineering Mathematics” 8th Edition, 2004, John Wiley and sons.

3. P V O Neil, “Advanced Engineering Mathematics”, Pearson / Thomson.

2K11CE1201 STRENGTH OF MATERIALS




Max Marks: 100

PART – A

1. Simple Stresses and Strains : Concept of stress and strain, types of stresses, types of strains, Elasticity, Hooke’s

law, Elastic Modulus, stress-strain diagrams for ductile and brittle materials, principle of superposition, bars of

varying cross section, Saint Venant’s principle, tapering bars of circular cross section, tapering bars of rectangular

cross section of uniform thickness, compound bars. 10 Hrs.

2. Elastic constants : Poisson’s ratio, Volumetric strain, Volumetric strain of rectangular block and circular rod,

Bulk Modulus, relation between E and K, Rigidity modulus, relation between E and C, relation among E, C and K.

Temperature stresses – temperature stresses in composite sections. 8 Hrs.


- ( 21 ) -

3. Shear force and bending moment in beams: Shear force, Bending moment, relation among loading, SF and BM,

SFDs and BMDs for simply supported beam, cantilever beams and overhanging beams subjected to concentrated,

uniformly distributed load, uniformly varying loads, moment and couple. Loading pattern and BMD form

SFD. 12 Hrs.

PART – B

5. Deflection of Beams: Differential equation of deflected beam, slope and deflection of simply supported beam,

cantilever beams and overhanging beams by double integration method and Macaulay’s method. 8 Hrs.

6. Torsion of Shafts: Theory of Torsion, Torsion equation – assumptions and derivation, torsional rigidity, polar

modulus transmission of power, strength and stiffness of solid and hollow circular shafts. 8 Hrs.

7. Elastic stability of columns: Ideal column, slenderness ratio, short column and long column, critical load,

effective length, Euler’s formula for different end conditions, Rankine’s formula. 8 Hrs.

8. Thin and Thick Cylinders: Introduction, stresses and strains in thin cylinders subjected to internal fluid pressure,

stresses in thick cylinders. Lame’s equation. 6 Hrs.


The question paper consists of 4 questions from Part A and 4 questions from Part B. The students have to answer five

full questions, selecting at least two questions from each part.

References Books:

1. Strength of Materials – S S Bhavikatti, New Age Intenational (P) Ltd.,

2. Strength of Materials – R K Bansal, Laxmi Publications (P) Ltd.,

3. Strength of Materials – S Ramamrutham, Dhanpat Rai Publishing Company (P) Ltd.,

4. Strength of Materials – M A Jayaram, Sapna Book House.

5. Mechanics of Materials – B C Punmia, Ashok K Jain and A K Jain, Laxmi Publications (P) LTd.,

6. Mechanics of Materials – J B K Das and P L Srinivas Murthy, Sapna Book House.

7. Engineering Mechanics of Solids – Popov E P., Pearson Education Asia.

8. Strength of Materials – Singer F L., Harper International.

2K11EC1201 BASIC ELECTRONICS




Max Marks: 100

PART – A

1. Introduction to Electronics : What is electronics, Electronic Devices, Evolution of Electronics- Vacuum tubes

to Integrated Circuits, Conduction in Semiconductor: Electrons and holes in an intrinsic semiconductor, conductivity

of a semiconductor, carrier concentration in an Intrinsic semiconductor, donor and acceptor impurities , charge

densities in a semiconductor, Fermi level in a semiconductor having impurities, life time of carriers, Hall effect.

Introduction to Solar energy Conversion, Photovoltaics. 7 hrs.

2. Semiconductor – Diode Characteristics: Qualitative theory of a PN junction, PN Junction as a diode, Volt –

Ampere characteristics, temperature dependence of P-N characteristics, half wave and full wave rectifiers, ripple

factor, capacitor filter, Zener Diode- characteristics, Zener and avalanche breakdown, Zener regulated power supply.

7 hrs.


- ( 22 ) -

3. Transistor Characteristics : Junction transistor, transistor – current components, transistor as an amplifier,

common base configuration, common – emitter configuration and Common Collector configuration with input and

output characteristics, CE cut-off region, CE saturation region , large signal , DC and small-signal CE values of

current gain, operating point, bias stabilization, decibel, Classification of amplifiers, RC coupled amplifier, frequency

response, distortion in an amplifier, cascading transistor amplifiers 12 hrs.

4. Theory of Sinusoidal oscillators: Concept of feedback, sinusoidal oscillators, working of RC phase shift,

Colpitts and Hartley’s oscillator using BJT’s Expressions for frequency of oscillation (No derivation), crystal

oscillator. 4 hrs.

PART – B

5. Operational Amplifiers (OPAMP): Introduction, ideal OPAMP, need for OPAMP, OPAMP characteristics,

OPAMP applications: voltage follower, addition and subtraction using OPAMP circuits, OPAMP integrating and

differentiating circuits. 7 hrs.

6. Communication systems: Basic block diagram of communication systems: Radio AM & FM, TV, Overview

of Mobile communication, Satellite communication, Modulation, Amplitude Modulation , Frequency spectrum,

power relations, Phase and Frequency modulation ,comparison of AM and FM, radio telephony, super heterodyne

receiver, Transmitters. 10 hrs.

7. Digital Electronics: Digital logic – Binary numbers base conversion, Octal and Hexadecimal numbers , binary

addition and subtraction using One’s and Two’s complements, addition and subtraction in Binary, Octal and

Hexadecimal Number systems, BCD and EX-3 addition and subtraction, numbers, binary logic symbols, basic

theorems & properties of Boolean Algebra, De-Morgan’s theorem. AND OR logic gate realizations using Transistor

– Transistor Logic (TTL), MOS, CMOS, NMOS, PMOS. Symbols used for NOT, OR, AND, NAND, NOR, XOR

gates and their truth tables, Realization of Boolean functions using basic gates. Realization of basic gates using

universal gates. 10 hrs.

8. Introduction to Cathode Ray Oscilloscope (CRO) Basic block diagram, use of CRO for measurement of

amplitude Frequency and Phase. 3 hrs.


Question paper shall contain 8 questions, one question from each unit. Five questions to be answered

choosing at least 2 from each part.

Reference Books:

1. Basic Electronics M.V. Rao

2. “Electronics Devices and Circuits” Millman and Halkias, TMH 1991 Reprint 2001

3. Electrical and Electronics Computer Engineering for Scientist and Engineers, 2nd edition K.A. Krishna Murthy

and M Raghuveer, New Age International Publishers(Wiley Easter 2001

4. Electronics Communication Systems, George Kennedy (TMH 4th edition

5. Electronics Principles A.P. Malvino, TMH 6th edition

6. Digital Logic and Computer Design, Morris Mano

7. Basic Electronics by Dr. H. N. Shivashankar and B. Basavasraju.

8. Principles of solar energy by D. Yogi Goswami, Frank Kreith, Jan.F. Kreider., Eswar Press, Chennai.

9. Data Communication by William Schweber, Mcgraw Hill.


- ( 23 ) -

2K11EM1201 ENGINEERING DRAWING




Max Marks: 100

PART – A

Fundamentals of Engineering Drawing:

B.I.S. Conventions for Engineering Graphics, Dimensioning, Use of instruments, Simple geometrical constructions,

construction of polygons, lettering, concept of R.F. (Representative Fraction) in scales. 6 hrs.

Projection of Points: Concept of Orthographic Projection; Projection of points in different quadrants, emphasizing on

First Angle Projection. 3 hrs.

Projection of Straight Lines: Projection of lines in simple positions, inclined to one plane and parallel to other plane,

inclined to both planes. To find true length and true inclinations, Practical problems. 12 hrs.

PART – B

Projection of Plane Surfaces: Projection of right regular triangle, hexagon and pentagon, square, rectangle & circle

without through holes (by change of position method and auxiliary plane method) 12 hrs.

Projection of Solids: Projection of the following simple and right regular solids: Prisms, Pyramids, Cones and

Cylinders (without through holes), inclined to both HP & VP (by change of position method) and Auxiliary Plane

Method. 15 hrs.

PART – C

Isometric Projection: of right regular solids viz, prisms, pyramids, cone, cylinder and their frustums and sphere and

combination of any two of these solids. Simple Department of Mechanical Engineering, UVCE, Bangalore (2K10

Scheme of study) machine parts. 12 hrs.


TWO questions from PART A i.e., ONE on Projection of lines, One on practical problems involving lines, Four

questions from PART B, TWO on plane surfaces and Two on solids. TWO questions from PART C. Student to

answer ONE from PART A and THREE from PART B and ONE from PART C each of 20 Marks

Reference Books:

1. Eng. Drawing Vol - I & Vol – II in Angle Projection, Gopala Krishna K. R

2. Eng. Drawing in I Angle Projection, Bhatt N.D

3. Machine drawing, Gopala Krishna K.R


- ( 24 ) -


SCHEME OF STUDY AND EXAMINATION FOR B.E. DEGREE IN CIVIL ENGINEERING

2K11 SCHEME

III SEMESTER

Sl

No


Duration of

Exam

Class /

Sessional

Marks

Exam

Marks


1. 2K11SM301 Engineering Mathematics - III 4 - 3 - 25 100

2. 2K11CE301 Theory of Structures - I 4 - 3 - 25 100

3. 2K11CE302 Survey Theory - I 4 - 3 - 25 100

4. 2K11CE303 Building Material and Construction 4 - 3 - 25 100

5. 2K11CE304 Fluid Mechanics & Hydraulic

Machinery

4 - 3 - 25 100

6. 2K11CE305 Engineering Geology 4 - 3 - 25 100

7. 2K11CE306 Strength of Material Lab 1 3 - 3 25 100

8. 2K11CE307 Survey Practice – I 1 3 - 3 25 100

TOTAL

200 800

1000

This Semester includes an Audit Subject: Kannada which will be taken up any one day in the week for 2 hours as

per planned schedule of the department.

KANNADA

(AUDIT SUBJECT)

Hours/ week: 2 Maximum Marks: 50

Minimum Marks: 20

Lesson 1 : Introducing each other – 1.

Personal Pronouns, Possessive forms, Interrogative words.

Lesson 2 : Introducing each other – 2.

Personal Pronouns, Possessive forms, Yes/No Type

Interrogation

Lesson 3 : About Ramanaya.

Possessive forms of nouns, dubitive question, Relative nouns

Lesson 4 : Enquiring about a room for rent.

Qualitative and quantitative adjectives.

Lesson 5 : Enquiring about the college.

Predicative forms, locative case.

Lesson 6 : In a hotel

Dative case defective verbs.

Lesson 7 : Vegetable market.

Numeral, plurals.

Lesson 8 : Planning for a picnic.

Imperative, Permissive, hortative.

Lesson 9 : Conversation between Doctor and the patient.

Verb- iru, negation – illa, non – past tense.

Lesson 10: Doctors advise to Patient.

Potential forms, no – past continuous.

Lesson 11: Discussing about a film.

Past tense, negation.


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Lesson 12: About Brindavan Garden.

Past tense negation.

Lesson 13: About routine activities of a student.

Verbal Participle, reflexive form, negation.

Lesson 14: Telephone conversation.

Past and present perfect past continuous and their negation.

Lesson 15: About Halebid, Belur.

Relative participle, negation.

Lesson 16: Discussing about examination and future plan.

Simple conditional and negative

Lesson 17: Karnataka (Lesson for reading)

Lesson 18: Kannada Bhaashe (Lesson for reading)

Lesson 19: Mana taruva Sangati alla (Lesson for reading)

Lesson 20: bEku bEDagaLu (lesson for reading)

2K11SM301 ENGINEERING MATHEMATICS - III



Max Marks: 100

PART – A

UNIT-I

Fourier Series of periods 2π and 2l- complex from half range Fourier series-since series, Cosine series

Finite Fourier sine / cosine transforms – Transforms of derivatives.

UNIT-II

Infinite Fourier transforms and Inverse Fourier transforms – Simple Properties.

Complex Fourier transforms, Fourier since/cosine transforms Convolution theorem & Perseval’s Identities

(without proofs) Z transforms – definition, Standard forms, linearity property.

UNIT-III

Bessel Functions: Solutions of the Bessel differential equation. The Bessel function, Recurrence relations,

Orthogonality, Generating function.

UNIT-IV

Legendre Polynomials: Solution of the Legendre differential equation, Legendre Polynomials, Generating

function, Recurrence relations.

PART – B

UNIT-V

Formation of Partial differential equation: Solution by Lagrange’s method for first order Partial differential

equation’s, Solution of standard types of non-linear Partial differentia equation’s – Charpit’s method.

UNIT-VI

Solution of one dimensional wave equation by the method of separation of variables and by Fourier series

method. Solution of one dimension heat equation by the method of separation of variables and by Fourier

series method.


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UNIT-VII

Curve fitting by the method of least squares Peanson’s coefficient of correlation Rank correlation,

Regression lines – problems.

UNIT-VIII

Conditional probability, Baye’s theorem, Binomial/Poisson probability distribution, Normal probability

distribution.


The question paper contains two Parts namely PART-A and PART-B each containing 4 questions.

Five questions in all out of 8 questions are to be answered choosing at least two from each PART.

One question each from Unit-I to Unit-VIII

Reference Books:

1. B. S. Grewal: Higher Engineering Mathematics, Khanna Publishers

2. Ervin Kreyzig: Advances Engineering Mathematics, John Wiley & Sons

2K11CE301 THEORY OF STRUCUTRES – I



Max Marks: 100

PART – A

1. Stresses in Homogenous beams: Theory of simple bending, Moment carrying capacity of a section, Composite

beams / flitched beams, beams of uniform strength, Shear stresses in beams, Shear stresses in a few standard

sections, Shear stresses in a built up secti9ns; Limitation of theory developed. 9 hrs.

2. Deflection of Beams: Deflection of cantilever, simply supported and overhanging beams by conjugate beam

method. 8 hrs.

3. Compound stresses: Transformation of stresses in two dimension, principle · stress, maximum shear stress and

construction of Mohr's circle for stresses. 8 hrs.

4. Strain energy method: Castiglione’s theorem no.1, deflection of statically determinate beams, frames and·

trusses. 8 hrs.

PART – B

5. Moving loads and influence lines: Bending moment and shear force diagram for different cases of moving loads,

enveloping parabola, equivalent uniformly distributed load, Influence lines for reaction, shear force and bending

moments in beams. 14 hrs.

6. Three hinged Arches and Suspension bridges: Analysis of three hinged parabolic and circular arches, Eddy’s

theorem, radial shear and normal thrust and bending moment diagrams. Elements of suspension bridges, analysis of

suspension bridges supported at same level and different level. 13 hrs.


Four questions have to be set from each part and student has to answer FIVE questions by selecting at least TWO

from each part – A and part – B.


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Reference Books:

1. Poper Egor P., Engineering mechanics of solids, Pearson Education Asia, 2nd Edition 2001.

2. Singer Ferdinand L., Strength of Materials, Harper International, 3rd Edition 1980.

3. Mechanics of Materials by Dr. M.A. Jayaram, Sapna Publications 2009.

4. Mechanics of Materials (SI Version) 2nd Editon Popov, Prentice Hall of India Pvt. Ltd.

5. Analysis of Structures Vol. 1, Vazarani and Ratwani, Khanna Publications.

2K11CE302 SURVEYING THEORY – I



Max Marks: 100

1. Chain and compass surveying: Types of chains Tapes, Types of Compass, Designation of bearing,

Calculation of angles from bearing and bearing from measured angles, local attraction, Numerical problems.

(8 hrs.)

2. Plan table surveying: Introduction, Plane table and accessories, advantages, and disadvantages of plane table

surveying, plane table methods, solution of two and three point problems, traversing with plane table.

(14 hrs.)

3. Levelling and contouring : Introduction, Technology, types of levels, leveling staff, Adjustments of a dumpy

level, Booking and reduction of levels by different methods, differential leveling and sensitiveness of bubble

tube, Numerical problems. (16 hrs.)

4. Measurement of areas and volumes: Introduction, methods of finding areas mid ordinated rule, trapezoidal

and Simpon's rule, use of planimeter, numerical problems. (10 hrs.)

5. Computer programming in surveying: Calculation of areas and volumes using differential formulae, reducing

levels from the field data by different methods, numerical problems. (12 hrs.)

Question Paper Pattern:

Total eight questions should be set.

Two Questions each from Second and Third Chapters, One question each from 1st, 4th and 5th chapters, one

compulsory question covering all the chapters. All questions carry equal marks (i.e., 20 each)

Students required to answer the compulsory question and any four from the remaining seven questions.

Reference Books:

1. Punmia B.C - Surveying - Vol. I and II, Standard Book House, New Delhi.

2. Arora K.R - Surveying - Vol - I and II, Standard Book House, New Delhi.

3. Duggal. S.K. - Surveying - Vol - I and II Tata MCGRAW Hill Publications co. Ltd.

2K11CE303 BUILDING MATERIALS AND CONSTRUCTION



Max Marks: 100

PART – A

1. STONES: Classification, Quarrying, Characteristics and uses of stones (6 Hrs.)

2. BRICKS: Composition of good brick earth, manufacture of bricks, Quality of good bricks, Tests on bricks,

Different types of Bricks, comparison of Brickwork with stonework (6 Hrs.)


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3. CEMENT: Composition of cement, manufacture of cement, properties and types of cement, Laboratory tests

for cement, varieties and uses of cement (6 Hrs.)

4. CEMENT MORTAR AND CONCRETE: Grades and properties of cement mortar and cement concrete,

Ingredients and their properties type and uses of cement mortar and cement concrete. (6 Hrs.)

5. TIMBER: Commercial forms of Timber, seasoning of timber, Preservation of timber, uses of timber in

construction industry. (6 Hrs.)

PART – B

FOUNDATIONS: Components of a building, SBC of soil, Functions and requirements of Foundation, Classification

of foundations (show and deep foundations) Designs of foundations (Isolated and combined) (8 Hrs.)

MASONRY: Definition of terms used in masonry, Classification of stone masonry different patterns of Bonding

Brick. Composite masonry, lintels, pointing and plastering on masonry, painting on wood, steel and cement surface

in buildings. (4 Hrs.)

STAIRS: Functions, requirements and type of stairs. (4 Hrs.)

ROOFS AND FLOORS: Different types of roofs and roof covering materials, different types of flooring material and

floor finishers for different types of buildings. (4 Hrs.)

DOORS AND WINDOWS: functions, location and types of doors and windows. (6 Hrs.)


Eight Questions should be set, four each from part - A and B students should answer five full questions selecting at

least two questions from each part. All main questions carry 20 marks each.

Reference Books:

1. Building Construction by Rangawala

2. Building Construction by susheel Kumar.

3. Engineering Materials by Susheel Kumar

4. Building construction by Bl.C. Punmia

2K11CE304 FLUID MECHANICS & HYDRAULIC MACHINERY



Max Marks: 100

Properties of Fluids: Surfaces tension, capillarity, viscosity (04 Hrs.)

Pressure and its Measurements: Fluid pressure at a point, Pascal's law, Absolute gauge and Vacuum pressures.

Piezometer and manometers, total pressure, centre of pressure, plane and curved immersed surfaces. (10 Hrs.)

Kinematics: methods of analysis, Types of flow, three dimensional continuity equation, Velocity potential and

Stream function. (6 Hrs.)

Dynamics of Flow: Equation of motion, Euler's and Bernoulli’s equation, Venturimeter. Orifice meter. (6 Hrs.)

Measuring Devices: Types of Orifice and mouth pieces, Hydraulic coefficients, Cc, Cd, and Cv. Notches and Weirs:

Classification, Discharge equation for rectangular, triangular and trapezoidal notches, Cippoletti notch. (10 Hrs.)


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Hydraulic Machines: impact of jet-falt, inclined curved vanes, fixed and moving conditions, Turbine classifications,

performance of turbines - pelton, Kaplan and Francis (no problems). Working principles - centrifugal and

reciprocating pumps. (12 Hrs.)

Dimensional Analysis: Buckingham II theorem, hydraulic similitudes, model analysis and Frouds and Reynolds

number. (12 Hrs.)


Instructions: Students have to answer Part - A and Any Five full questions of the remaining selecting at least one from

each part.

Part A : Compulsory covering the entire syllabus. 10 Questions to be set of 2 Marks each.

Part B : 3 Questions to be set of 16 Marks each covering Topics : 1, 2 & 3

Part C : 5 Questions to be set of 16 Marks each covering Topics : 4, 5, 6 & 7

Reference Books:

1. Modi and Sethi fluid Mechanics.

2. Bansal K Fluid mechanics.

3. Raghunath Fluid Mechanics.

4. Ramamurtham fluid Mechanics and Machinery

5. Streeter Fluid mechanics and Hydraulic Machinery.

2K11CE305 ENGINEERING GEOLOGY



Max Marks: 100

1. INTRODUCTION AND SCOPE

Introduction to geology, different branches of Geology 2 Hrs.

Geological time scale 1 Hrs.

Interior of the earth 1 Hrs.

Importance of geology in civil engineering 1 Hrs.

2. Geomorphology and Geodynamics:

Weathering : Agent, Types and Products. 1 Hrs.

River : stages, Geological work of rivers 1 Hrs.

Soil : Soil profile classification, Erosion and Conservation 1 Hrs.

Land slides : Cause, effects and remedical measures 1 Hrs.

Earth quake : Causes, effects Concept of Plate tectonics, Engineering

consideration and Seismic resistant structures with reference to India 2 Hrs.

3. CRYSTALLOGRAPHY & MINERALOGY:

Crystallography : Introduction, Crystal system. 3 Hrs.

Mineralogy : Definition of mineral, genesis, classification of Silicates, Oxides, Carbonates,

Sulphates etc., of rock forming minerals ore and industrial minerals. 1 Hrs.

Physical properties, chemical composition and uses of the minerals. 3 Hrs.

4. PETROLOGY:

Classification of rocks based on genesis 1 Hrs.

Igneous rocks : definition, forms of igneous rocks, textures and Classifications. 2 Hrs.

Sedimentary rocks : Genesis, classifications and primary secondary structures of Sedimentary rocks.

2 Hrs.

Metamorphic rocks : definition, factors and types of Structure of metamorphic rocks use. 2 Hrs.

Study of different rock types in Karnataka and Engineering importance. 2 Hrs.


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5. STRUCTURAL GEOLOGY:

Introduction, dip and strike, compass clinometers. 1 Hrs.

Fold and its types 3 Hrs.

Faults and its types 3 Hrs.

Joints and its types Unconformity and its types. 3 Hrs.

6. ENGINEERING GEOLOGY:

Rocks as engineering materials : building and ornamental stones And their occurrence in India, Concrete

aggregate, road metals and Railway ballast. 3 Hrs.

Geological consideration for site selection : Dams and reservoirs, tunnelling, bridges roads and railways.

6 Hrs.

7. HYDROGEOLOGY:

Hydrological cycle, Aquifers and its types. 1 Hrs.

Occurrence of ground water in different rock types. 1 Hrs.

Ground water recharge and management 2 Hrs.

Geological and Geophysical methods of Ground water exploration (Electrical Resistivity and Seismic method

and interpretation of resistivity curves for ground water studies and engineering works) 4 Hrs.

Importance of Rainwater harvesting and types of rainwater harvesting techniques. 1 Hrs.

8. GEOMATICS AND ENVIRONMENTAL GEOLOGY:

Study of Toposheets, Remote Sensing Techniques. Application of GIS and Study of Toposheets, Remote

Sensing Techniques. Application of GIS and GPS (Global Positioning System) in Civil Engineering projects.

3 Hrs.

Evaluation of natural resources. 1 Hrs.

Impact of mining, Quarrying and Reservoir on Environment 1 Hrs.

Reference Books:

Text book of Geology - P/K. Mukarjee

Principles of engineering Geology - KVGK Gokhale

Principles of Engineering Geology and Geotechniques - Kyrnion and A.B. Jdd.

Structural Geology - M.P. Billings

Ground water Hydrology - D.K. Todd.

Engineering and General Geology - Parbin Singh.

Engineering Geology - Venkata Reddy.

Civil and engineering Materials - Rangawala.

Geology and engineering - R.P. Legeet.

Geology for engineers - Blyth.

Principles of Petrology - C.W. Tyrrel.


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2K11CE305 STRENGTH OF MATERIALS LABORATORY


Class Marks: 25

Max Marks: 100

1. Tension test on Ductile and Brittle metals.

2. Compression test on Ductile and brittle metals.

3. Bending test on wood

4. Hardness test on ferrous and non-ferrous metals (Brinnel's hardness, Rockwell hardness, Vickers hardness)

5. Torsion test on Ductile and Brittle metals.

6. Impact test on Ductile and Brittle metals (Izod impact & charpy impact)

7. Test on bricks and concrete blocks (Compressive strength and water absorption)

8. Test on masonry joints (bond strength)

9. Test on tiles - floor tiles (Abrasion and water absorption) roof tiles (transverse strength and water absorption)

10. Fatigue test on steel specimen, fatigue life estimation using S-N diagram. Tests to be conducted on any two

materials for each test covering all the materials, such M.S, C.I, Cu, Al, Brass.

Reference Books:

1. I.S. Codes

Mild Steel : IS 1608 (1960) IS 16 (1960)

Part I & II IS 1521 (1960)

Copper L IS 2654 and 2655 (1964)

Aluminium IS 2697 and IS 2658 (1964)

Hardness test IS 1790 and IS 1810 (1961)

IS 2866 and IS 1810 (1961)

IS 1500, IS 1501 and IS 1568 (1968)

Torsion IS 1717 (1971)

Fatigue IS 5075 (1969)

Impact IS 1449 (1959)

2. Testing and inspection of engineering materials, Troxwell, Davis and Wiskocil McGraw Hill Book Co. (Text

book)

3. Experimental Strength of materials - K.A. Holes.

4. Kukreja, C.D. Sastry V.V. and Singla J.K., Experimental methods in structural mechanics. Dhanpat Rai &

Sons, New Delhi, 1983

5. Suryanarayana A.V.K. Testing of Metallic Materials, Prentice Hall of India Pvt. Ltd., New Delhi 1985.

2K11 CE307 SURVEYING PRACTICE – I


Class Marks: 25

Max Marks: 100

1. Use of Chain, Tape Optical square, cross staff and ranging rods for measurement of distance, setting out

perpendiculars and ranging of lines.

2. Chain and cross staff survey to determine the area of closed boundary.

3. Setting out simple geometric figures like pentagon. Hexagon using chain and tape and also by using compass.

4. Determination of distance between two inaccessible points by using compass

5. Plane table surveying by radiation and intersection method.

6. Solution of three-point problem by Bessel’s Graphical Method.

7. Solution of two-point problem.

8. Booking and reduction of levels by plane of collimation method and rise and fall method.

9. Direct and indirect contouring.

10. Computer programming - 2 program area.

11. Solving problems using Microsoft excel programme - Calculation of areas and Volumes, Calculation of

reduced levels.


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2K11 SCHEME

IV SEMESTER

Sl

No


Duration of

Exam

Class /

Sessional

Marks

Exam

Marks


1. 2K11CE401 Theory of Structures – II 4 - 3 - 25 100

2. 2K11CE402 Concrete Technology 4 - 3 - 25 100

3. 2K11CE403 Design of RC Structures 4 - 3 - 25 100

4. 2K11CE404 Survey Theory – II 4 - 3 - 25 100

5. 2K11CE405 Basics of Soil Mechanics 4 - 3 - 25 100

6. 2K11CE406 Building Drawing 1 3 - 4 25 100

7. 2K11CE407 Survey Practice – II 1 3 - 3 25 100

8. 2K11CE408 Fluid Mechanics Lab 1 3 - 3 25 100

9. 2K11CE409 Geology Lab 1 3 - 3 25 100

TOTAL

225 900

1125

This Semester includes an Audit Subject: Environmental Science which will be taken up any one day in the week

for 2 hours as per planned schedule of the department.

ENVIRONMENTAL SCIENCE

(AUDIT SUBJECT)


Minimum Marks: 20

Unit 1 : The multidisciplinary nature of Environment studies

Definition, Scope and importance of environment

Need for public awareness

Unit 2 : Natural Resources

Renewable and Non-renewable resources :

Natural Resources and Associated problems

a. Forest resources : Use and over exploitation, Deforestation, Case studies, Timber

Extraction, Forest management.

b. Water resources : Use and over utilization of surface and ground water, floods, Drought,

Conflicts over water, Dams, Benefits and problems.

c. Mineral resources : Use and exploitation, Mining, Environmental effects of Extraction and

using mineral resources, Case studies.

d. Food resources : World food problems, changes caused by agriculture and overgrazing,

effects of modern agriculture, fertilizer-pesticide problems, water logging, salinity, Case

studies.

e. Energy resources : Growing energy needs, renewable and non-renewable energy sources,

use of alternate energy sources, Case studies.

f. Land resources : Land as a resource, land degradation, man induced landslides, soil

erosion and desertification.

E. Role of an individual in conservation of natural resources.

F. Equitable use of resources for sustainable lifestyles. (8 hrs.)


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Unit 3 : Fundamentals of Ecology : Introduction and Scope

· Concept of an ecosystem.

· Structure and function of an ecosystem.

· Producers, consumers and decomposers.

· Energy flow in the ecosystem.

· Ecological succession.

· Food chains, food webs and ecological pyramids.

· Introduction, types characteristics feature structure and function of the following ecosystem.

a. Forest ecosystem

b. Grassland ecosystem

c. Desert ecosystem

d. Aquatic ecosystems (ponds, streams, lakes, rivers, oceans, estuaries) (6 hrs.)

Unit 4 : Biodiversity and its conservation

· Introduction-Definition : Genetic, species and ecosystem diversity.

· Biogeographical classification of India.

· Value of biodiversity : Consumptive use, productive use, social, ethical, aesthetic and

option values.

· Biodiverstiy at Global, National and Local levels.

· India as a mega diversity Nation.

· Hot-spots of biodiversity.

· Threats to biodiversity, habitat loss, poaching of wildlife, man wildlife conflicts.

· Endangered and endemic species of India.

· Conservation of biodiversity : In situ and Ex-situ conservation of biodiversity. (18 hrs.)

Unit 5 : Environmental pollution :

Definition

· Causes, effects, and control measures of :-

Air pollution, Water pollution, Soil pollution, Marine pollution, Noise pollution

Noise pollution, Thermal pollution, Nuclear hazards

· Solid waste management : Causes, effects and control measures of urban and industrial wastes,

wasteland reclamation.

· Role of an individual in prevention of pollution.

· Pollution case studies

· Disaster management : floods, earthquake, cyclone, droughts, tsunami and landslides. (8 hrs.)

Unit 6 : Social Issues and the Environment :

· From Unsustainable to Sustainable development

· Urban problems related to energy

· Water conservation, rain water harvesting and watershed management

· Resettlement and rehabilitation of people : its problems and concerns. Case studies

· Environmental ethics : Issues and possible solutions.

· Climate change, global warming, acid rain, ozone layer depletion, smog formation nuclear

accidents and holocaust. Case studies

· Wasteland reclamation.

· Consumerism and waste products.

· Environment Protection Act (EPA)

· Air (Prevention and Control of Pollution) Act

· Water (Prevention and Control of Pollution) Act

· Wildlife Protection Act

· Forest Conservation Act

· Hazardous waste (management and prevention) Act and Rules

· Issues involved in enforcement of Environmental Legislation

· Public Awareness (7 hrs.)


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Unit 7 : Human Population and the Environment

· Population growth, variation among Nations

· Population explosion-Family Welfare Programme

· Environment and Human health

· Human rights

· Value education

· HIV / AIDS

· Women and Child Welfare

· Role of Information Technology in Environment and human health

· Case studies (6 hrs.)

Unit 8 : Field Work

· Visit to a local area to document environmental assets-river / forest / grassland / hill / mountain.

· Visit to a local polluted site-urban / Rural / Industrial / Agricultural

· Study of common plants, insects, birds

· Study of simple ecosystems – pond, river, hill slopes etc. (Field work equal to 5 Lecture hours)

· Each student has to submit a field report on any one of the above topics which forms the basis for

evaluation of field work for – 20 marks.

2K11CE401 THEORY OF STRUCTURES – II



Max Marks: 100

PART – A

1. Statically determinate structures, Concept of indeterminacy, Degree of Indeterminacy and determination of

degree of static indeterminacy. Examples. 08 Hrs.

2. Fixed beams: Analysis of propped cantilever and fixed beams by double integration and conjugate beam

method. 10 Hrs.

3. Strain Energy Method: Castiglione’s second theorem (principles of least work), Application to continuous

beams, trusses and portal frames (degree of indeterminacy not more than three) 10 Hrs.

4. Approximate lateral load analysis of Building Frames by portal method and cantilever method. 08 Hrs.

PART – B

5. Slope Deflection method: Analysis of beams, frames and gables with and without side sway. 12 Hrs.

6. Moment Distribution Method: Analysis of beams and frames with and without side sway. 12 Hrs.

Question Paper pattern:

Four questions have to be set from each part and student has to answer FIVE questions by selecting TWO from each

part - A and part - B

Reference books:

1. Analysis of Structures Vol. II, Vazarani and Ratwani, Khanna Publications

2. Wang C.K. - Statically Indeterminate Structures (Int. Edition) Mc Graw Hill and Kogakusha Pulication.

3. Kinny. J.S. - Indeterminate Structural analysis, Oxford IBH and Addition Wesley Publication.

4. Structural Analysis, Vol. I and Vol. II - Devdas Menon, Narosa Publications.


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2K11CE402 CONCRETE TECHNOLOGY



Max Marks: 100

1. Concrete : application of concrete, Constituents of Concrete, function of Constituents in concrete preparation,

Transportation placing Compaction and curing of concrete. (10 Hrs.)

2. Form work : Form work for concrete, Materials for form work, requirements of good form work, types of

form work (8 Hrs.)

3. Fresh concrete : properties of fresh concrete, workability and consistency; measure of workability, factors

influencing the workability, deficiencies in fresh concrete, bleeding and segregation, causes and remedies.

(10 hrs.)

4. hardened concrete : Process of setting and Hardening of concrete, strength properties of hardened concrete,

factors influencing the strength properties and elastic properties hardened concrete, mechanism of shrinkage

and creep in hardened concrete. Factors influencing shrinkage and creep. (10 Hrs.)

5. Mix design : Different grades of concrete, method of mix, design, detailed procedure of Indian standard

method of mix design. (8 Hrs.)

6. Ready mix concrete : Concept of Ready mix concrete, Merit and demerits of ready mix concrete, Production

and supply of ready mix concrete. (5 Hrs.)

7. Durability / Serviceability of concrete : Definition, Factors affecting durability. (4 Hrs.)

8. Introduction to Special concrete : Types, high strength concrete, Permeability & fire resistance aspects.

(5 Hrs.)


Eight Questions should be set in which one is compulsory question covering all the Chapters. Students should answer

the compulsory question and any other four full questions. All the main questions carry 20 marks each.

Reference Books:

1. Properties of concrete by Naville

2. Concrete technology by R.S. Varshney

3. Concrete technology by M.S Shetty.

4. Concrete technology by Kulkarni

5. Concrete technology by Vol. I and Vol. II, Orchard.

2K11CE403 DESIGN OF RC STRUCTURES



Max Marks: 100

1. Philosophy of design of Reinforced concrete, properties of concrete and steel, Introduction to IS : 456 - 2000

and IS : 875-1987 (4 Hrs.)

2. Working stress method : design of singly reinforced and doubly reinforced rectangular beams and axially

loaded columns. (8 Hrs.)


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Limit state method :

3. Single and Doubly reinforced rectangular beams; flanged beams, simply supported and cantilever beams.

(10 Hrs.)

4. Design for shear and bond, development length (6 Hrs.)

5. Design of slabs ; One way and two way slabs. (8 Hrs.)

6. Design for torsion and combined shear, bending and torsion. (4 Hrs.)

7. Design of compression members : short column and long columns, circular columns subjected to axil loads

and Uniaxial bending, (using SP : 16) (8 Hrs.)

8. Concept of SBC of soils, Design of isolated footings subjected to axial load, square and rectangular flat

footings. (8 Hrs.)

9. Stair Cases : Types : staircase with waist slabs. (4 Hrs.)

Note 1 : Detailing or reinforcements to be discussed at the end of each topic.

Note 2 : Chapter 2 By W.S. M and remaining by L.S.M.

Note 3 : Codel provisions are per IS : 456 - 2000 to be discussed in each topics.

Use of Design Aids like SP - 16 to be illustrated.


To answer 1 question out of 2 set as Part A : Covering Working Stress method (20 marks)

To answer 4 questions out of minimum 6 questions set as Part B covering limit state method (20 x 4=80)

Reference Books:

1. IS : 456-2000 Code of Practice for Plain Reinforced concrete (latest version)

2. IS : 875-1987 (parts 1 to ) Code of Practice for loading standards.

3. SP - 16 : Design Aids to IS 456 - 1978, SP 34

4. Pillai & Menon - Reinforced Concrete Design Tata - Mc Graw Hill Publishing co. Ltd.,

5. Syal I.C. and Goel A.K. Reinforced Concrete Structures, AH, Wheeler Co. Pvt. Ltd.,

6. VERGHESE, P.C. - Limit State Design of Reinforced Concrete, Prentice hall of India, Pvt. Ltd. New Delhi.

a) FERGUSON, BREEN & JIRSA Reinforced Concrete Fundamentals, fifth

Edition, John Wiley & Son.

b) Dayarathnam, Design of R.C. Structures, Wheelers Publications.

c) Shah and Kale Reinforced concrete structures.

2K11CE404 SURVEYING THEORY – II



Max Marks: 100

1. Theodolite : Introduction, parts of theodolite, definition of terms, fundamental lines of theodolite, temporary

adjustments. Repetition and reiteration methods of measurements of horizontal angles, measurement of

vertical angles, sources of errors in the theodolite work Traversing with theodolite, Trigonometric leveling,

single plane and double plane method, problems. (14 Hrs.)

2. Tacheometry : Introduction, Tacheometer features, different systems of tacheometric measurements,

tacheometric constants and its determination. Distance and elevation formulae derivations for horizontal and

inclined sights. Anallactic lens, problems, subtenses method. Vertical base and horizontal base substance

method. Vertical base and horizontal base subtense measurement. (08 Hrs.)

3. Curve surveying : Introduction, Definitions of terms designation, types of curves setting out simple circular

curves, tape method, rankines method of deflection angle using theodolite. Setting of curves when point of

intersection, point of tangency and point of curve are inaccessible. Elements of compound and reverse curves,

different cases, setting out, Vertical curves - definition, importance problems. (14 Hrs.)


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4. Triangulation : Introduction, classification, triangulation figures. Selection of triangulation station.

Intervisibility and height of stations, selection of site for base line, base line measurement. Various

corrections form measured length, problems. Satellite station, reduction to centre problems. Introductory to

triangulation. (08 Hrs.)

5. Total station and its application : Introduction, theory, working principle, component part, methods of

measurement - Angle, distance (08 Hrs.)

6. Theory of errors and adjustments : Introduction, Types of error, laws of weights, station adjustment, figure

adjustment, problems. (08 Hrs.)

Question paper Pattern:

Total eight questions should be set

Two Questions each from First and Third Chapters. One question each 2nd, 4th, 5th & 6th chapters.

All Questions carry equal marks (i.e., 20 each)

Reference Books:

1. PUNMIA. B.C., Surveying Vol. 2 & 3, Standard Book House, New Delhi.

2. ARORA. K. R, Surveying Vol. 2 & 3, standard Book House, New Delhi.

3. Duggal, Surveying Vol. 1 & 2, Tata McGraw Hill Publications Co. ltd.

2K11CE405 BASICS OF SOIL MECHANICS.



Max Marks: 100

PART – A

1. Soil in engineering practice : Introduction, Soil formation, weathering phenomena, Basic types of soils,

Nomenclature of important types of soils. Three phase and Two phase representation. Basic definition of

terms. Phase relationships derivations. Numerical problems. (10 Hrs.)

2. Physical properties of soils. Introduction, Field identification tests for soils and classification tests : Specific

gravity, water content, density, relative density. Consistency of soils Atterberg limits and other indices, their

determination. Particle size distribution. Sieve analysis, Stoke's law (derivation not required). Concepts of

sedimentation analysis, Theory and use of hydrometer. Numerical problems. (12 Hrs.)

PART – B

3. Structure of soil and soil classification : Introduction. Particle size and shape, specific surface area. Basic

types of clay minerals, their formation, influence of bonds, adsorbed water, diffused double layer. Base

exchange capacity. Different types of soil structure. Single grained, honey combed, flocculent and dispersed.

Brief description of different soil classification systems in vogue, Indian standard soil classification system,

Use of plasticity chart. (10 Hrs.)

4. Flow of water through soils : Introduction, Darcy's law, assumptions and validity. Coefficient of

permeability, factors affecting it. Discharge velocity and seepage velocity, coefficient of percolation,

Equivalent permeability for layered soil deposits depending on direction of seepage flow. Laboratory methods

of finding coefficient of permeability of soils. Confined and unconfined aquifers. Dupuit's theory,

expressions for permeability of soils, pumping tests Numerical problems. (10 Hrs.)


- ( 38 ) -

PART – C

5. Compaction of soils : Introduction, Basic concepts of different compaction methods, static, kneading, impact

and vibration. Factors affecting compaction. laboratory compaction tests, light and heavy as per Indian

standards. Dry density moisture content relationship. Significance of zero air voids line. Field compaction

equipments, their suitability to soil type and their efficiency. Control of field compaction of soils. Numerical

problems. (8 Hrs.)

6. Consolidation characteristics of soils : Introduction, Compressibility of soil. Mechanical analogy to

consolidation process. Terzaghi's theory of one dimensional consolidation with final solution form

(derivation not required). pressure void ratio diagram. Basic definition of termsk, Compression and swelling

indices, over consolidation ratio, coefficient of compressibility, coefficient of consolidation. Time fitting

methods to evaluate coefficient of consolidation, Degree and rate of consolidation, approximate theoretical

relationships. Consolidation test as per latest relevant IS code. Concept of normally consolidated, pre

consolidated and heavily over consolidated clays. Determination of pre consolidation pressure and its

importance. Utility of consolidation test data. Numerical problems. (10 Hrs.)


Eight Questions should be set, two each from Part-A and B, three from Part - C and one compulsory question covering

all the Chapters. Students should answer the compulsory question and any other four questions selecting one

Questions each from Part - A and B and two questions from Part - C. All main questions carry 20 marks each.

Reference Books:

1. Soil mechanics and foundations by B.C. Punmia, Laxmi publications Ltd., New Delhi.

2. Soil mechanics and foundation engineering by V.N.S. Murthy, Sai Kripa technical consultants Bangalore.

3. Basic and applied soil mechanics by Gopal Ranjan and A.S.R. Rao, Wiley Eastern Ltd., New Delhi.

4. Geotechnical engineering by C.Venkataramaiah, New Age International publishers Bangalore.

5. Geotechnical engineering by P. Purushothama Raj, Tata Mc Graw Hill Com. New Delhi.

6. Modern Geotechnical engineering by Aaam Singh. CBS publishers and distributors ltd., New Delhi.

7. Soil mechanics in engineering practice by Terzhaghi and Peck.

2K11CE406 BUILDING DRAWING


Class Marks: 25

Max Marks: 100

PART - A

Development of Line Diagrams of at least four Building Layouts Given, Preferably storeyed, to a detailed plan,

Elevation and Cross section, for A suitable Scale to show the various components and elements of the building,

covering both RCC - Flat and pitched steel trussed roof with asbestos cement or mild steel coated corrugated sheets.

Drawings done by AUTOCAD are also valid. To be preferred and encouraged. Site dimension and statutory to be

provided as per the existing standard dimension and building by laws of statutory bodies.

PART - B

Design and planning of at least four categories of buildings preferably storied, with various other components for the

requirements of the client incompliance with the bylaws of statutory bodies, and to a suitable scale a detailed plan,

elevation and cross section, drawings done by AUTOCAD are also valid, to be preferred and encouraged. Site

dimensions and setbacks to be provided as per the existing standard dimensions and building by laws of statutory

bodies.

Teachers are requested to refer the building by laws of BDA or BBMP and the national building codes for the

instruction classes.


- ( 39 ) -


To answer one question out of two questions from both PART A and PART B

Reference Books:

Principles of Building drawing - M.G. Shah and C.M. Kale

National building Code.

Building by law book of BDA / BBMP.

2K11CE407 SURVEYING PRACTICE – II


Class Marks: 25

Max Marks: 100

1. Measurement of horizontal and vertical angles by using, theodolite

2. Trigonometic leveling, single plane and Double Plane methods.

3. Computation of horizontal and vertical distances using Tacheometer.

4. Determination of horizontal distance by using Subtense bar.

5. Setting out simple circular curve by linear methods.

6. Setting out simple circular curve by Rankines methods of deflection angles using Theodolite and tape.

7. Setting out Compound curve using theodolite and tape.

8. Setting out Reverse curve between intersecting tangents and parallel straights.

9. Setting out Transition curves - Cubic parabola and Cubic spiral.

10. Setting out the Bernoullis Lemniscate.

11. Use of Total Station equipment (Demonstration)

12. Exposure to other instruments used in practice - Different type of theodolites and other minor instruments.

2K11CE408 FLUID MECHANICS LABORATORY


Class Marks: 25

Max Marks: 100

1. Calibration of Notches : a) V notch

b) Rectangular notch

c) Trapezoidal and Cipoletti notches

2. Calibration of weirs : a) Ogee

b) Broad crested

3. Determination of Hydraulic coefficients : a) orifice meter

b) Mouth pieces.

4. Bernoulli's Experiment

5. Determination of coefficient of discharge : a) Venturi meter

b) Orifice meter

c) Venturi Flume

6. Losses in Pipes : a) Loss due to Friction

b) Minor Losses - Loss due to bend, sudden

enlargement, sudden contraction


- ( 40 ) -

7. Impact of jet on Fixed vanes : a) Flat

b) Inclined

c) curved

8. Performance of Pumps : a) Reciprocating Pump

b) Centrifugal - single and Multi stage Pumps.

9. Calibration of Water meter.

2K11CE409 GEOLOGY LAB


Class Marks: 25

Max Marks: 100

1. Classification and identification of crystal.

Mineralogy : Description and identification of Minerals and Ores based on Physical properties, Minerals

groups : Quartz and its varieties, Feldspar Group, Mica group, Ore Minerals : Magnetic, Haematite,

Limonite, Chromite, Pyrite, Chalcopyrite, Bauxite and Galena. 4 Units.

2. Petrology : Description and Identification of Minerals and ores based on Geological properties.

Igneous rocks : Granite, Senite, Diorite, Gabbro, Pegmatite, Porphyries of Granite, Syenite, Diorite,

Dolerite and Basalt.

Sedimentary rock : Conglomerate, Breceia, Sandstone, Limestone and Shale, metamorphic rocks : Gneiss,

Schist, Marble, Slate, Quartzite. 3 Units.

3. Structural Geology ;

a) Study of Toposheets, Geological maps, contour maps, maps showing horizontal, inclined, folded, faulted

strata, unconformity, igneous like sill, dyke. Bathlith etc., 1 Units.

b) Geological Maps : Determination of Dip and Strike, Thickness of beds, fault inclination and its throw,

dip of unconformity and also geological history of the area. 2 Units.

c) Geological Maps : Maps related to engineering projects like dams, roads, Tunnels etc., 2 Units.

d) Study of Structural problems on dip and strike (4 types)

Borehole problems (level ground)

Thickness of strata 2 Units

4. Geophysical prospecting methods and their interpretation (Resistivity and Seismic). Interpretation of

resistivity curves for groundwater's studies and civil engineering works. 4 Units.


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2K11 SCHEME

V SEMESTER

Sl

No


Duration of

Exam

Class /

Sessional

Marks

Exam

Marks


1. 2K11CE501 Design of Steel Structure 4 - 3 - 25 100

2. 2K11CE502 Hydrology & Irrigation Engineering 4 - 3 - 25 100

3. 2K11CE503 Environmental Engineering – I 4 - 3 - 25 100

4. 2K11CE504 Transportation Engineering – I 4 - 3 - 25 100

5. 2K11CE505 Advanced Construction Materials and

Management

4 - 3 - 25 100

6. 2K11CE506 Earth & Earth Retaining Structures 4 - 3 - 25 100

7. 2K11CE507 Design & Drawing – RCC 1 3 1 3 25 100

8. 2K11CE508 Concrete Technology Lab 1 3 - 3 25 100

TOTAL

200 800

1000

This Semester includes an Audit Subject: Technical English which will be taken up any one day in the week for 2

hours as per planned schedule of the department.

TECHNICAL ENGLISH

(AUDIT SUBJECT)


Minimum Marks: 20

1. Review of Grammar: Remedial work on Tenses, Concord, Voice, Reported Speech and

Auxiliaries.

2. Writing Paragraphs:

· Topic sentences and supporting sentences.

· Using linkers in developing a paragraph.

· Developing an outline into a paragraph.

3. Summarizing, abstracting, note taking and note making.

4. Presentation skills: Organization of a presentation; using blackboard, charts and digital media.

5. Job application, C.V.writing.

6. Preparation of Technical Reports, Questionnaires and Enquiry letters.

7. Speaking skills: Oral presentation, group discussion, facing interviews.

Reference Books:

1. G. S. Mudambadithaya, Communicative English for Professional Courses.

2. Comprehend and Compose, Foundation Books, Cambridge University Press.


- ( 42 ) -

2K11CE501 DESIGN OF STEEL STRUCTURES



Max Marks: 100

1. Introduction- Common Steel Structures, Advantages and Disadvantages of Steel Structures, Types of Steel,

Properties of Structural Steel, Rolled Steel Sections, Special Considerations in Steel Design, Loads, Load

Combinations, Structural Analysis, Design Philosophy, Principles of Limit State Design- Design

Requirements, Limit States, Actions(Loads), Design Strength, Deflection Limits, Other Serviceability

Limits, Stability Checks 4 Hrs.

2. Bolted Connection- Riveted Connections, Bolted Connections, Classification of Bolted Based on Type of

Load Transfer, Advantages and Disadvantages of Bolted Connections, Terminology, IS 800-2007

Specification for spacing and Edge Distances of Bolt Holes, Types of Bolted connections, Types of Actions

on Fasteners, Assumptions in Design of Bearing Bolts, Principles Observed in the Design, Design Strength

of Bearing Bolts, Design Strength of Bearing Bolts, Design Procedure with Bearing Type Bolts Subject to

Shearing Forces, Efficiency of a Joint, Eccentric Connection with Bearing Bolts When Load is in the Plane

of Group of Bolts, Design of Bearing Bolts Subjected to Eccentric Loading in the Plane of Bolts, Tension

capacity of Bolts, Design Criteria for Bolts Subjected to Combined Shear and Tension, Design of Bearing

Bolts Subjected to Eccentric loading Causing Moment in the plane, Perpendicular to the Plane of Group of

Bolts, Shear Capacity of HSFG bolts, Tension Resistance of HSFG Bolts, Interaction Formula for

Combined Shear and Torsion, Prying Forces 14 Hrs.

3. Welded Connections- Advantages and Disadvantages of Welded connections, Types of Welded Joints,

Important Specifications for Welding, Design Stresses in Welds, Reduction in Design Stresses for Long

Joints, Eccentric Connections –Plane of Moment and Plane of Welds in Same, Combined axial and Shear

stresses, Eccentric connection- Moment at Right Angles to the Plane of Weld 5 Hrs.

4. Design of Tension Members- Design Strength of a Tension Member, factors affecting the strength of

members, Design of tension members for axial and tension members. 6 Hrs.

5. Design of Compression Member- Buckling Class of Cross Section, Slenderness Ratio, Design Compressive

stress and Strength, IS Table for Design Stress, Shapes of Compression members, Design of Compression

Members, Laced and Battened Columns, Design of Laced Columns, Design of Battened Columns, Column

splice, Design of Column Splice, Column Bases, Design Slab Base, Design of Gusseted Base

8 Hrs.

6. Design of Beams- Plastic Moment Carrying Capacity of sections, Classifications of Cross Sections, Design

Procedure, Bending Strength of Laterally Supported Beams, Shear Strength of Laterally Supported Beams,

Deflection Limits, Web Buckling strength, Web Crippling, Design of Built Section, Design Strength of

Laterally Unsupported Beams, Effective Length for Lateral Torsional Buckling, Design of Laterally

Unsupported Beams, Shape Factor 8 Hrs.

7. Design of Bolted Beam Connections- Types of Beam Connections, Design of Framed Connections Using

Bolt, Design of Unstiffened Seated Connections, Design of Stiffened Seated Connections, Design of Small

Moment Resistant Connections, Design of Large Moment Connection, Design Welded Beam Connections,

Framed Connections, Welded Unstiffened Seat Connections, Stiffened Welded Seat Connections, Moment

Resistant Welded Connections 7 Hrs.


- ( 43 ) -

8. Design of Plate Girders, Elements of Plate Girders, Self-Weight of Plate Girder, Economical Depth, Size of

Flanges, Shear Buckling Resistance of Web, End Panel Design, Anchor Forces, Design of Connections

Between Flange and Web Plates, Design of Bearing Stiffeners, Weld for End Stiffeners, Design of

Intermediate Stiffeners, Connection of Intermediate Stiffeners to Web, Procedure of Design of Plate Girder

8 Hrs.


To set Eight full questions consisting Theory and problems covering entire syllabus of 20 marks each. To answer

any Five full questions, each of 20 marks.

Reference Books:

1. S.Bhavikatti,Design of Steel Structures, IK, Interline Publishers, 2012

2. N.Subramanian ,Design of Steel Structures- Oxford University Press

3. Krishnaraju.N,Structural Design and drawing, University Press India

4. Shah and Vena Gore-Limit State Design of Steel Structures-Sree S.S.Karmi, Sales-Structures Publications-

Pune.

5. V.Ramachandra,Design of Steel Structures, Scientific Publishers, India

6. S.K.Duggal, “Limit State Design of Steel Structures”,

7. R.S.Jindal and Kazmi, Steel Structures, PHI

8. Codes-

a. IS-800-2007 Code of Practice for Design of Steel Structures, IS-New Delhi

b. IS-875-1987 Code of Practice of Loads

2K11CE502 HYDROLOGY AND IRRIGATION ENGINEERING



Max Marks: 100

1. Hydrology: Importance of hydrology-hydrologic cycle. Hydrologic data global water budget – Water

resources of Karnataka and India. (2 Hrs.)

2. Precipitation: Global wind, circulation system water vapour, amount of perceptiable water forms of

precipitation, measurement of rainfall – range network, Analysis of rainfall data-Arithmetic, Thiessen’s

polygon and Isohytal method, average rain fall, missing rainfall and consistency of rainfall data.

(8 Hrs.)

3. Hydrologic Abstraction and their importance: Interception, infiltration. Detention storage,

evapotranspiration, infiltration indices, base flow, depletion curve and estimation Horton’s equation

measurements of infiltration and evapotranspiration by different methods.

(10 Hrs.)

4. Runoff: Effective rainfall, factors affecting runoff, catchment yield. Runoff estimation with different

empirical methods and rational methods, stream gauging.

(6 Hrs.)

5. Hydrograph: Components of hydrograph, time of concentration of base flow separation, basin lag time, unit

hydrograph theory-assumption, instantaneous unit hydrograph, s-hydrograph, derivation of unit hydrograph

and synthetic unit hydrograph by Snyder’s method. Flood and flash foods. (12 Hrs.)

6. Irrigation: definition, necessity of irrigation, advantages and disadvantages of irrigation. (4 Hrs.)


- ( 44 ) -

7. Soil water plant Relation: Water holding capacity of soil field capacity, wilting point, soil water

classification. Optimum moisture for crop growth, frequency of irrigation of irrigation, intensity of irrigation,

Types of crops India. Duty, delta and Base period relationship, Factor affecting duty, Consumptive use,

irrigation efficiencies. (12 Hrs.)

8. Water logging and its control: Definition, causes of water logging and their measure for prevention, anti-

water logging measures and reclamation. (6 Hrs.)


Introduction: Students has to answer Part-A and any five full question of the remaining selecting at least one from

each part.

Part A: Compulsory covering the entire syllabus 10 question to be set of 2 marks each

Part B: Three Question to be set of 16 marks each covering topics: 1, 2, 3, & 4.

Part C: Five Question to be set of 16 marks each covering topics: 5, 6, 7 & 8.

Reference Books:

1. Singh VP “Elementary Hydrology” Prentice Hall Englewood cliffs, New Jersey

2. Ven The Chow “Handbook of applied Hydrology” McGraw-Hill book company

3. S. K. Grag “Irrigation and hydraulic structures Khanna publishers, New Delhi.

4. B. C. Punmia “Irrigation Engineering”

5. Varshney and Gupta “Irrigation Engineering Volt I and II

6. P N Modi “Irrigation, Water Resources and Water Power.

2K11CE503 ENVIRONMENTAL ENGINEERING – I



Max Marks: 100

1. Importance of water and water supply schemes. (2 Hrs.)

2. Water demand: Types per capita demand, factors affecting per capita demand, variation in

demand, design period, population forecasting method, and numerical problems.

(6 Hrs.)

3. Sources: types of sources, quality and quantity, aspects, selection of sources.

(4 Hrs.)

4. Intakes: Definition, location selection, types of intakes. (2 Hrs.)

5. Quality: Characteristics water borne diseases, water quality standards.

(4 Hrs.)

6. Purification of water. (2 Hrs.)

7. Screens: Types, Design problems. (3 Hrs.)

8. Sedimentation: Theory of Sedimentation, Sedimentation tanks, Plain Sedimentation.

Sedimentation aided with coagulation: coagulants, coagulation, flocculation, and estimation of

optimum dose of coagulant, flash mixers, flocculaters, calrifloccoulaters and design of

Sedimentation tanks.

(9 Hrs.)


- ( 45 ) -

9. Filtration, Theory of filtration, types of filters. Types of under drainage system, design of filters.

(6 Hrs.)

10. Disinfection, theory, methods. Chlorination and numerical problems. (4 Hrs.)

11. Miscellaneous treatment units: Aeration. Softening, fluoridation, Deflouridation Iron and

manganese removal, domestic methods of treating water supplies etc. (8 Hrs.)

12. Transmission-conduits, materials, joint, appurtenances. (4 Hrs.)

13. Distribution: distribution networks, appurtenances, methods of distribution, systems of supply,

Corrosion of pipes and its control, design of distribution networks, computer applications in

water distribution systems. (6 Hrs.)


Question paper consists of EIGHT main questions covering all chapters. The students required to answer

ANY FIVE Main questions. Each main question should carry 20 marks.

Reference Books:

1. S K Garg “Environmental Engineering. Vol. 1 (water Supply Engineering 1988”) Khanna Publications.

2. B C Punmia Ashok jain & Arun Jain: “Environmental Engineering. I (water supply engineering 2003)”,

Laxmi publications (p) Ltd. New Delhi.

3. T. J. McGhee “Water supply and sewerage” 6th Edition-, McGraw-Hill publications.

4. Hammer and Hammer; “Water and waste Water Technology.

5. Howard S peavey, Donald R Rowe and George Tehobanoglons; “Environmental Engineering”,

McGraw-Hill International edition.

2K11CE504 TRANSPORTATION ENGINEERING – I



Max Marks: 100

1. Modes of Transportation: Operating and Technological Characteristics of different modes of transport:

overview of major transportation systems: principles of co-ordination and operational controls, elements in

urban transit systems example of unconventional transport systems, characteristics of road, transport and

scope of highway engineering. – 8 Hrs.

2. Highway Development and Planning: Highway development in India, Necessity of highway planning,

classification of roads, road patterns, planning surveys, preparation of plans, interpretation of planning

surveys, preparation and phasing of master plans, Highway planning in India, various plans, problems.

–10 Hrs.

3. Highway Alignment and Survey: Highway alignment, engineering surveys for highway location, drawings

and report, highway project – new and realignment. - 8 Hrs.

4. Geometric Design: Design factors, Highway Cross section elements – Pavement surface characteristics,

camber, width requirements. Sight distance requirements, stopping and overtaking sight distance, Design of

horizontal alignment, design speed, radius, super elevation, extra widening of pavement, transition curves,

setback distance. Design of vertical alignment, gradients, Summit and valley curves, problems on above.

- 14 Hrs.

5. Traffic Characteristics: Human factors and driver reaction time, vehicle factors, Objects, basic principles

and applications of traffic studies; Traffic regulation and control. - 10 Hrs.


- ( 46 ) -

6. Highway Economics: Road user cost and benefits of transport projects, time horizon in economic

assessment, principles of economic evaluation, methods of economic evaluation – Annual cost, Benefit –

Cost ratio and Internal Rate of return methods, problems on the above, Highway Finance – different

approaches. - 10 Hrs.


Answer any five of the eight main questions, to be set covering the entire syllabus. Each question should carry 20

marks.

Reference Books:

1. Khanna, S.K. and Justo, C.E.G., `Highway Engineering’, Nemchand and Bros, Roorkee, VIII Edition,

2002 (text book)

2. Kadiyali, L.R., `Highway Engineering’, Khanna Publishers

3. Khanna and Justo, `Highway Material Testing’, Nemchand and Bros, Roorkee

4. Rao G.V., `Principles of Transportation and Highway Engineering’, Tata McGraw Hill Publishing Co.,

1996

5. William Hay, Introduction to Transportation Engineering, McGraw Hill Pub. Co.

2K11CE505 ADVANCED MATERIAL CONSTRUCTION AND MANAGEMENT



Max Marks: 100

PART – A

1. Cement blending materials and their characteristics: GGBS, Fly Ash, Metakolin, silica fume and other

fine filler materials, admixtures-mineral, chemical, types properties and application in concrete.

(4 Hrs.)

2. Fibre reinforced concrete: Fibre – Types, characteristics, mix proportions, mixing, properties of the

constituent materials and casting methods, properties of freshly mixed fibre reinforced concrete, mechanics

and properties of FRC, Behaviour of hardened FRC, in compression, flexure, fatigue and impact loadings.

(6 Hrs.)

3. SIFCON and Cement Polymer Composite: SIFCON – constituent materials, mix proportions, engineering

properties behavior in compression, tension, flexure and shear, resistance to impact and blast loading and

applications. (10 Hrs.)

Polymer in cement composite, terminology used in polymer concrete, classification SBR/MBE Latex -

modified mortar eheology and SBR/MBE Latex - modified Concrete materials, selection and process

Technology.

4. High Performance concrete, Fly ash Concrete & Silica fume Concrete: HPC-concept, types requirements

of HPC, materials selection, proportioning, applications, strength and durability aspect.

(6 Hrs.)

Fly ash – classification of fly ash properties in fresh state and hardened state, application durability aspect

of fly ash concrete. (4 Hrs.)

Silica fume concrete- classification of silica fume, properties of silica fume concrete fresh state and hardened

state, application, durability aspect. (8 Hrs.)


- ( 47 ) -

PART – B

5. Smart Materials: Concept of smart materials, brief introduction to typical material used in civil engineering.

(4 Hrs.)

6. Quality control and maintenance of concrete: Stage of quality control tests and acceptance criteria to

concrete works during maintenance. (4 Hrs.)

7. Material management: Objectives, limitation of material management, organization

of material management. Purchase if materials and material storage. Inventory control economic ordering

quality and physical verification. (6 Hrs.)

8. Project management: Study of project management and engineering economics like CPM & PERT network

analysis – critical activities and critical path with illustrative example & time management.

(8 Hrs.)


Question Paper is to set for totally Eight questions, to answer five full questions, choosing at least 2 questions from

Part A and 2 from Part B.

Reference Books:

1. Concrete technology: A. M. Neville & J. J. Brooks international student edition pub, 1997

2. Fibre reinforced cement composite: Permalsamy N. Balaguru & Surendra P. Shah McGraw-Hill International

edition 1992.

3. ACI Manual of concrete provision Volume 1-5, 2001.

4. Civil Engineering materials, Neil Jackson and Ravindra K. Dhir Macmillan Press Ltd. Edition 1996.

5. Concrete technology, M. S. Shetty, S. Chand & Company edition 1996.

6. Project planning and control with PERT and CPM, Dr B. C. Punmia and K. K. Khandelwal Laxmi

publications (p) Ltd., 2004.

2K11CE506 EARTH AND EARTH RETAINING STRUCTURES



Max Marks: 100

PART – A

1. Geostatic stresses

Total, neutral and effective stresses in homogeneous soils, Stress diagrams, Stresses effected by Capillary water and

direction of flow of water. Numerical problems 6 Hrs.

2. Shear strength of soils

Introduction, Concept of Stress, Principal stresses, Principal planes, Mohr’s construction, location of pole,

Basic concept of shearing resistance, coulomb’s Mohr’s and Mohr-Coulomb’s theory. Determination of shear strength

parameters, Direct shear, triaxial compression, unconfined compression and vane shear test. Stress controlled and

strain controlled tests, classification of shear tests based on drainage conditions, Stress-strain relationship of clays

and sands, concept of critical void ratio, Determination and uses of Skempton’s pore pressure coefficients A and B,

Numerical problems. 16 Hrs.


- ( 48 ) -

PART - B

1. Earth pressure

Introduction, Active and passive earth pressures, earth pressure at rest. Rankine’s theory for the determination

of active and passive earth pressure, coefficient of earth pressure at rest, earth pressure distribution, total earth pressure

and its point of application, Determination of tension cracks and critical height for unsupported excavation, effect of

water table on earth pressure, Coulombs theory of Active and Passive earth pressure, Culman’s and Rebhann’s

graphical methods for determination of active and passive earth pressures. Earth pressure calculations for line load

and / or uniform strip load acting on the ground surface. 16 Hrs.

PART - C

1. Stability of slopes

Introduction, Factor of safety, slope failure, toe and base failure of finite slopes, Analysis of stability of slopes

by method of slices, Taylor’s stability number, Effect of water table on stability of slopes, Tension cracks

12 Hrs.

2. Seepage Analysis

Laplace’s equation for two dimensional flow of water through soils, Flow nets, properties and uses of flow

nets, Phreatic line, Graphical and analytical procedures for determination of quantity of seepage, prevailing hydraulic

head and exit gradient in homogeneous earth dam, uplift pressure. Sketching of flow nets for typical hydraulic

structures – Weirs, Dams, Sheet pile walls. 10 Hrs.


Eight Questions should be set, three from Part – A, two each from Part – B and part C, and one compulsory question

covering all the three parts A, B and C. Students should answer the compulsory question and any other four questions

selecting at least one from each part. All the main questions carry 20 marks each.

Reference Books:

1. Foundation analysis and design by J.E. Bowles, Mc Graw Hill, New York, 1997.

2. Soil Mechanics in Engineering Practice by Karl Terzaghi and R.B. Peck, John Wiley and Sons, New York, 1967.

3. Soil Mechanics and Foundation Engineering by B.C. Punmia, Laxmi Publications Pvt. Ltd. New Delhi, 2000.

4. Soil Mechanics and Foundation Engineering by S.K. Garg, Khanna Publications, 1998.

5. Geotechnical Engineering by C. Venkataramaiah, New age International Publishers, 1995

6. Analysis and Design of Foundations and Retaining structures by S. Prakash, Sarita Prakashana, Meerut, 1979.

2K11CE507 DESIGN AND DRAWING – RCC



Max Marks: 100

1. RCC beam & slab floor system consisting of one way slab and simply supported beam – 1 sheet (8 Hours)

2. RCC beam & slab floor system consisting of two way slab and continuous beams - 1 sheet. (8 Hours)

3. Flat slab (Interior Panel) – 1 sheet. (6 Hours)

4. Isolated flat footing (axial load and moment) – 1 sheet. (8 Hours)

5. Combined footing rectangular (both slab type and beam and slab type) - 1 sheet. (8 Hours)

6. Cantilever retaining walls - 1 sheet. (8 Hours)


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7. Circular and square water tanks on ground (approximate method) - 1 sheet. (8 Hours)

8. Stair case - slab type (Dog legged) - 1 sheet. (6 Hours)

Note: 1. All designs using Limit state method as per IS: 456 - 2000.

2. Use of SP 16 to be included.

Question Paper Pattern

To answer question no 1 or 2 completely

Each question to contain sub questions of a 70 marks and b – 30 marks.

Instructions copy of SP-16 is permitted & other relevant codes.

Reference Books:

1. All references of 2K10 CE 403

2. Krishna Raju. N., Structural design and Drawing, University press India.

3. Krishna Raju Design of reinforced concrete structures, second edition, CBS publishers, New Delhi.

4. SP: 16, Design Aids for reinforced concrete structures to IS: 456-1978, Indian standard institution, New

Delhi.

5. SP: 34 Hand Book on Reinforced concrete detailing. Bureau of Indian standards New Delhi.

2K11CE508 CONCRETE TECHNOLOGY LAB



Max Marks: 100

1. PHYSICAL TEST ON CEMENT Fineness of cement – by Dry sieving method and by Blanes air permeability apparatus Normal Consistency and setting time by Vicat’ apparatus Soundness test By Lechatlier’s Apparatus and autoclave Specific gravity By Lechatlier’s Flask and Specific Gravity Bottle Compressive strength on standard Cubes by Universal Testing Machine (20 Hrs.) 2. TESTS ON FRESH CONCRETE FOR WORKABILITY

Standard Slump cone Vee Bee consistency Test Flow Table Test Compaction factor test. (15 Hrs.)

3. STRENGTH TESTS ON HARDENED CONCRETE

Compressive strength (By Cubes and Cylinders) Flexural strength (By Prisms) Split Tensile strength (By Cylinders) (15 Hrs.)

4. DEMONSTRATION Concrete properties using Admixtures Demonstration of strength Detection by Rebound Hammer and Pulse Velocity Gadgets. (10 Hrs.)

Reference Books: Concrete Technology by M. L. Gambir Plain and RCC by O.P. Jain Concrete technology – Kulkarni Concrete technology - Varshney


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2K11 SCHEME

VI SEMESTER

Sl

No


Duration of

Exam

Class /

Sessional

Marks

Exam

Marks


1. 2K11CE601 Theory of Structures – III 4 - 3 - 25 100

2. 2K11CE602 Hydraulic Structures 4 - 3 - 25 100

3. 2K11CE603 Transportation Engineering – II 4 - 3 - 25 100

4. 2K11CE604 Environmental Engineering – II 4 - 3 - 25 100

5. 2K11CE605 Design & Drawing – Steel Structures 1 3 1 3 25 100

6. 2K11CE606 ELECTIVE – I 4 - 3 - 25 100

7. 2K11CE607 Geo-Technical Engineering Lab 1 3 - 3 25 100

8. 2K11CE608 Highway Materials Lab 1 3 - 3 25 100

9. 2K11CE609 Engineering Project Tour (5 days) - - - - 25 -

TOTAL

225 800

1025

This Semester includes an Audit Subject: Constitution of India & Professional Ethics which will be taken up

any one day in the week for 2 hours as per planned schedule of the department.

NOTE: TECHNICAL PROJECT TOUR FOR 5 DAYS AFTER THE 5TH SEMESTER

EXAMINATION (DURING VACATION) PROJECTS TO BE VISITED ARE: PROJECTS RELATED

TO TRANSPORTATION ENGINEERING, CONSTRUCTION TECHNOLOGY, STRUCTURAL

ENGINEERING, FOUNDATION ENGINEERING, ENVIRONMENTAL ENGINEERING &

WATER RESOURCES ENGG., PROJECT ETC.,.

ELECTIVE – I: 2K11CE606

a) Air pollution and control Methods b) Design and Drawing of Water Treatment Units

c) Construction Project Management d) Expansive Soil Engineering

e) Pavement Materials f) Traffic Engineering

g) Plastic Analysis of Steel Structures h) Advanced Strength of Materials

i) Open Channel Hydraulics j) Numerical Methods in Civil Engineering

k) Architecture & Town Planning


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CONSTITUTION OF INDIA AND PROFESSIONAL ETHICS

(AUDIT SUBJECT)


Minimum Marks: 20

Chapter 1 : Indian Constitution : Its Philosophy and Framing

G. The Constituent Assembly

H. Preamble, Fundamental Rights and Fundamental Duties

I. Directives Principles of State Policy

J. Amendment and Review of the Constitution

Chapter 2 : The Union & State Legislature

· Union Parliament

· State Legislature

· Law-Making Process

· Committee System

Chapter 3 : The Union & State Executive

· The President of India

· The Prime Minister and Council of Ministers

· The State Governor, Chief Minister and Council of Ministers

· Coalition Government

Chapter 4 : The Judiciary

· The Supreme Court of India

· Judicial Review

· Writs

· Judicial Activism and Public Interest Litigation

Chapter 5 : Issues

· Indian Federalism

· Human Rights and Environmental Protection

· Reservation and Social Justice

· Secularism

Reference Books:

1. D. D. Basu : Introduction to the Constitution of India

2. Granville Austin : India’s Constitution – Cornerstone of a Nation

3. Granville Austin : Working of a Democratic Constitution – The Indian

Experience

4. J. C. Johari : Indian Government and Politics, Vol. 1 & 2

5. J. R. Siwach : Dynamics of Indian Government & Politics

6. D. C. Gupta : Indian Government & Politics

7. M. V. Pylee : India’s Constitution

8. K. K. Ghai : The Indian Constitution

9. H. M. Rajshekar : Bharata Sarkara mattu Rajkiya

10. M. P. Bhuvaneshwara Prasad : Bharata Samvidhanada Parichaya

11. S. K. Kabburi : Bharata Samvidhana

12. K. J. Suresh : Bharata Samvidhana

13. D. T. Deve Gowda : Bharata Sarkara Mattu Rajkiya

14. Lohitashwa : Bharata Samvidhana


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2K11CE601 THEORY OF STRUCTURES – III



Max Marks: 100

PART-A

1. Kani’s Method :Analysis of Beams, Frames with and without sides way.(one bay tow storey and two bay one

storey) 10 Hrs.

2. Lateral load Analysis: Cantilever Method, Portal frame Method 10 Hrs.

PART-B

1. INTRODUCTION

Static indeterminacy, Degree of Static indeterminacy, Kinematic indeterminacy, Generalized coordinates,

Generalized Force and Deformation, Flexibility Matrix, Flexibility Equation, Stiffness Matrix, Stiffness

Equation, Relation between Flexibility and Stiffness Matrices 6 Hrs.

2. REVIEW OF CONSISTENT DEFORMATION AND SLOPE DEFLECTION METHODS

Consistent Deformation Method, Methods of Finding Displacements, Slope Deflection Method 10 Hrs.

3. FLEXIBILITY MATRIX METHOD: STRUCTURES APPROACH

Flexibility Equation, Analysis of Beams, Analysis of Plane Rigid Frames, Analysis of Pin Jointed Plane

Frames 12 Hrs.

4. STIFFNESS MATRIX METHOD: STRUCTURES APPROACH

Stiffness Equation, The method, Analysis of Beams, Analysis of Frames, Analysis of Pin Jointed Plane

Frames, Comparison of Methods 12 Hrs.

Reference Books:

1. Wang.C.K- Statically Indeterminate Structures (Int. Edition) Mc Graw Hill and Kogakusha Publication.

2. S.S.Bhavikatti Matrix Met0hods of Structural Analysis I.K international publishing House Pvt Ltd. Year-

2011

3. Beaufit Basic concepts: Structural Analysis

4. Vazarani and Ratwani Analysis of Structures Vol.II, Khanna publications

5. Devdas Menon, Structural Analysis, Vol.II –Narosa publications

6. H.K Martin- Matrix Methods of Structural Analysis

7. Pandit and Gupta Structural Analysis (Matrix approach), Tata McGraw Hill

Publication.


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2K11CE602 HYDRAULIC STRUCTURES



Max Marks: 100

1. Reservoirs: planning – classification of reservoirs storages zones, mass curve, fixing capacity of reservoirs,

yield from a reservoir, trap efficiency, life of reservoir, control of sedimentation of a reservoirs.

(6 Hrs.)

2. Dams: Definitions, Classification, factors governing the selection of the type of dam, Investigation for a dam

site selection, Types of Dams – earth and rock- fill, types of arch dam, design of arch dam, Butters dam and

its advantages.

(6 Hrs.)

3. Gravity Dam: forces acting – combination of forces for design, stone masonry vs concrete, elementary

profile, practical profile principle and shear stresses, criteria for design. Methods of design of gravity dam.

Low and high dams, single step method of design of gravity dams, joints, keys, water stops, opening and

galleries and foundation treatment ad instrumentation.

(10 Hrs.)

4. Uniform flow and its computations: Chezy’s formula, Manning’s formula, roughness coefficient,

conveyance of a channels sections, section factor, hydraulic exponent. Economical sections (rectangular,

triangular, trapezoidal and circular). Specific energy and force.

(8 Hrs.)

5. Canal Irrigation: Classification of canals and their alignments, selection of canal-cutting, filling, partial

cutting and filling. Canal structures-canals outlet, canals falls.

(6 Hrs.)

6. Spillway: Importance and essentials of spillway, spillway components, factors affecting types and design of

spillway, types of spillways : overflow, side channels, shaft tunnel siphon, emergency spillway, energy

dissipater below spillway, types of energy dissipaters, stilling basin, appurtenances, spillway gates types.

(8 Hrs.)

7. Design of canal in alluvial and non-alluvial soils: Sediment transport, Kennedy’s theory, Lacey’s theory,

comparison, design of unlined canals using both theories in alluvial soils and non-alluvial soils.

(8 Hrs.)

8. Diversion Headwork: Functions of diversion headwork, types location and component parts of diversion

headwork, effect of construction of a weir on the regime of rivers, causes of failures of weirs on permeable

foundation. Bligh creep theory and its limitations, lances weighted creep theory, Khosals theory and design

as permeable foundation. Design of vertical drop weir, silt control devices, silt excluder and silt ejector.

(8 Hrs.)


Students have to answer Part-A and any Five full question of the remaining selecting at least two from each part.

Part-a Compulsory covering the entire syllabus. 10 questions to be set of 2 marks each

Part-B-3 question to be set of 16 marks each covering topics 1, 2, 3.

Part-C-5 question to be set of 16 marks each covering topics 4, 5, 6, 7, 8.

References:

1. S. K. Garg Irrigation and Hydraulic structures

2. Creager, Justin and Hinds engineering for dams Vol. L IL ill

3. Elate-Caski, energy dissipaters

4. Ven Te chow Open channel hydraulics

5. P. N. Modi, Irrigation water resources and water power engineering.


- ( 54 ) -

2K11CE603 TRANSPORTATION ENGINEERING - II



Max Marks: 100

1. Highway materials and pavement design: Sub grade soil: Desirable properties, HRB classification, group

index, CBR and plate bearing tests problems on above, Road aggregates, desirable properties and tests. Uses

and properties of bituminous mixes and cement concrete in pavement construction. CBR method of flexible

pavement design as per IRC recommendations. Evaluation of vertical stress and deflection in homogeneous

mass under single and dual wheel loads using charts. General considerations for design of rigid pavements.

- 25 Hrs.

2. Highway construction and maintenance: Construction of embankments and sub grade: Requirements of

materials and construction steps for the construction of WBM, WMM, bituminous surface dressing, premix

carpet, bituminous concrete and cement concrete pavement, details of different types of joints in CC pavement.

Design of soil aggregate mixes by Rothfutch’s method. Construction steps of mechanical soil stablisation, Soil

cement, soil-lime and soil-bitumen stabilized pavement layers. Types and causes of failures in flexible and rigid

pavements; maintenance steps; Methods of strengthening existing pavements.

- 25 Hrs.

3. Highway drainage: Objects, surface drainage system for roads, side drain hydrologic and hydraulic design,

problems on above, Subsurface drainage; lowering of ground water level; interception of seepage flow and

capillary rise, design of filter material; Types of cross drainage structures, their choice and location.

- 10 Hrs.


Answer any five of the eight main questions, to be set covering the entire syllabus.

Reference Books:

1. Khanna, S.K. and Justo, C.E.G., `Highway Engineering’, Nemchand and Bros. Roorkee, VIII Edition (text

book)

2. Kadiyali, L.R., `Highway Engineering’, Khanna Publishers

3. Khanna S.K., Justo, C.E.G., Veeraragavan A. `Highway Materials and Pavement Testing’, Nemchand and

Bros, Roorkee

4. Rao G.V., `Principles of Transportation and Highway Engineering’, Tata McGraw Hill Publishing Co., 1996

2K11CE604 ENVIRONMENTAL ENGINEERING – II



Max Marks: 100

PART – A

1. Necessity, Key terms, sewerage systems, sources, quantity, variations in the quantity sewage and their effects on

the design, quantity of storm water, characteristics, BOD, COD, total solids, Estimation-population equivalent,

cycles of decomposition. (6 hrs.)


- ( 55 ) -

2. Design of sewers-self cleansing velocity. Non-scouring velocities, hydraulic formulae-full and partial flow in

sewers-use of charts and nomograms. (4 hrs.)

3. Sewer materials, shapes, types, testing, sewer appurtenances , manholes, drop manholes, lamp holes, flushing

tank, grease and oil traps, storm regulators, storm inlet, clean out, inverted siphons, venti1ation, pumping of

sewage requirements -types of pumps, Joints Ventilators, measuring devices, sewer cleaning equipment. (6 hrs.)

4. Disposal methods: suitability, advantages and disadvantages, methods of disposal-dilution methods, standards of

dilution, self-purification of natural streams-zones of pollution, oxygen sag curve-Disposal by land treatment

method. Standard doses for sewage farming. Treatment standards for sewage effluents. Effluent irrigation and

sewage farming. Methods of applying sewage effluents to farms, crops grown on sewage farm and their hygienic

aspects. (10 hrs.)

PART – B

5. Treatment of sewage: Sequence of treatment unit, functions and efficiencies, Screen, grit chambers Detritous

tanks: objectives, skimming tank; types, constructed details principle of treatment, design parameters, design.

(6 hrs.)

6. Primary sedimentation: Principle of sedimentation with coagulation, theory of sedimentation types, construction

details. Septic tanks and imhoff tanks - principles of treatment, design details. (4 hrs.)

7. Biological Treatment of Sewage: Activated sludge process, Trickling filters, Definition, Concept of treatment,

different types, constructional features, advantages and disadvantages suitability associated problem. Tertiary

treatment of sewage. (10 hrs.)

8. Sludge digestion and its disposal: Definition, process, stages in sludge digestion, factors affecting sludge digestion

and their control. Sludge digestion tanks, disposal of sludge. Septic and imhoff tank – principles of treatment and

design details. (6 hrs.)

9. Low cost wastewater treatment units, suitability. Principles and operation of units with constructional and design

details. (4 hrs.)

10. Plumbing in buildings single and two pipe types, traps and other fixture and house drainage plans. (4 hrs.)


Five question to be answered with a minimum of two from each part. Question paper should be set for 8 minimum

with 3 question from Part A & 5 in Part B. All main question should carry 20 marks each.

Reference Books:

1. S. K. Garg “Sewage and waste disposal Engineering, vol. II” – Khanna publications.

2. Sawyer And McCart}-Chemistry for Environmental Engineering, McGraw-hill International Edition

3. Howard S Peavy, Donald Rowe and George Technobolous environmental Engineering “ McGraw – Hill

international edition.

4. Environmental Engineering I (Water supply Engineering – 2003): B C Punmia, Ashoka jain, Arun Jain;

Laxmi publication (p) Ltd., New Delhi

5. Hammer and Hammer” Water and Waste Water Technology”, Printice Hall of India Pvt Ltd.,


- ( 56 ) -

2K11CE605 DESIGN AND DRAWING – STEEL STRUCTURES



Max Marks: 100

1. a) Standard Structural Steel Section & Sketch of bolt showing details of bolt.

b) Simple connections (Lap and Butt connection)

(i) Bolted Joints (chain and staggered bolting)

(ii) Welded Joints 1 sheet (4 Hrs.)

c) Eccentric connections – Bracket connections Type I and Type II

(bolted & welded Joints ) 1 sheet (8 Hrs.)

2. a) Beam to beam connection - Framed Connection

b) Beam to column (Flange and web) connection - Framed and Seated (unstiffened and stiffened)

connection

- Both Connections by Bolted and welded joints 2 X 2 sheet (16 Hrs.)

3. Compression Members - both axial & eccentric loads.

(a) Built up columns (with lacing & Battening) –welded Joints

(b) Column base (Slab base & Gusseted base) – welded Joints

2 sheet (16 Hrs.)

4. Welded Plate Girder with Stiffeners 1 sheet (8 Hrs.)

5. Roof truss - Angles and Tubular section (welded joints) 2 sheets (8 Hrs.)


To set 2 Question for 30 marks and 2 questions for 70 marks.

To answer any one question for 30 marks and any one question for 70 marks.

Reference Books:

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

2. Krishne Raju N., Structural Design & Drawing, University Press India.

3. S. Bhavikatti, Design of Steel Structures, IK, Interline Publishers.

4. Shah & Veena Gore – Limit state design of steel structure – S. S. Kurmi, sales – Structures Publication –

Pune.

5. V. Ramachandra, Design of steel structures, scientific Publishers, India.

6. IS - 800 – 2007 code of practice for Design of steel structures, IS – New Delhi.

7. IS – 875 – 1987 code of practice of loads.


- ( 57 ) -

2K11CE606 (a) AIR POLLUTION & CONTROL METHODS



Max Marks: 100

Part-A

1. Definition, Atmosphere and its structures, role of air pollution control in modern society, Classification and

sources, characteristics of air pollution, units. (8 Hrs.)

2. Effects of air pollution on human health. Animals, materials and vegetation, global Effects, smog, greenhouse

effect, air pollution episodes. (10 Hrs.)

3. Meteorology - Meteorological parameters-wind direction and speed, wind rose, Temperature and lapse rates,

Stability, Inversions, : Mixing height, moisture and humidity, Rainfall and precipitation, Stack plumes, effects of

terrain - heat island, Plume rise, Stack height, and Air pollutant concentration models. (12 Hrs.)

Part-B

4. Air pollution control philosophy, control of air pollution of stationary sources, methods and nature of air

pollutants, Design process of air pollution control equipments Gravity settling chambers, cyclones, filters,

electrostatic precipitators, scrubbers, control, of gaseous emissions. (12 hrs.)

5. Air pollution measurement-sampling and analysis- stack sampling train, isokinetic sampling, SPM (Suspended

particulate matter) sampling, smoke measurement dust fall jar. (8 hrs.)

6. Air pollution control legislations, Air quality standards, emission standards, Air Pollution index. Air pollution

duo to mobile sources. (10 hrs.)


Five question to be answered with a minimum of two from each part. Question Paper should be set for 8

main questions, 4 from Part A & 4 in Part B.

Reference Books:

1. M. N. Rao and H V.N Rao (l989), Air pollution", Tata McGraw hill publishing co Ltd, New

Delhi. (Text book)

2. Gerard Kiely (199R), "Environmental Engineering", McGraw hill international edition.

3. Pratapa Mowli. N. Venkata Subbaya (1989), "Air pollution and control", Divya jyothi

Prakashan, Jodhpur.

4. Howard S Peavy, Donald R Rowe and George Tchobanoglous (1985), "Environmental

5. C. S. Rao (1991) environmental Pollution Control Engineering” Wiley eastern Limited New

Delhi

6. Noel De Nevers: Air pollution Control Engineering”, 1995; McGraw hill international edition.

7. Mackenzie L Davis & David A Cornwel; Introduction to Environment engineering McGraw

hill.


- ( 58 ) -

2K11CE606 (b) DESIGN AND DRAWING OF WATER TREATMENT UNITS



Max Marks: 100

Design and drawing of following water treatment units:

1. Screens 4 Hrs.

2. Aerators 4 Hrs.

3. Flash mixers 4 Hrs.

4. Flocculators 4 Hrs.

5. Clariflocculators 4 Hrs.

6. Sedimentation tanks 8 Hrs.

7. Slow sand filters 8 Hrs.

8. Rapid sand filters & Pressure fittings 12 Hrs.

9. Miscellaneous treatment units 12 Hrs.


Question papers consists of two parts – PART A and PART B, consisting of two question each to answer ONE

question of 40 marks from Part A (Chapters I to IV) and ONE question of 60 marks from part B (Chapters V to XI)

Reference Books:

1. S. K. Garg “Environmental Engineering, Vol. I (Water supply engineering 1998)” Khanna Publication

2. Hammer & Hammer, “Water and Waste Technology”, Printice hall of India Pvt. Ltd. Manual on Water

supply and Treatment – prepared by the expert committee, Central

3. Public Health and Environmental engineering Organization May 1999

G. S. Birdie – Water Supply and Sanitary Engineering, Edition 2004

E. w. Steel & Terence J McGhee – Water & Sewerage-fifth Edition-n McGraw-Hill

G. M. Fair J. C. Geyer and D. A Oakum “Water and Waste water Engg Vol. I and II”

John Wiley and Sons Inc

2K11CE606 (c) CONSTRUCTION PROJECT MANAGEMENT



Max Marks: 100

OBJECTIVE: To study the various management techniques for successful completion of construction project

CHAPTER I CONCEPTS OF PROJECT MANAGEMENT

Concepts of a project – categories of project – Project life cycle phases – Project management concepts – tools and

techniques for project management – the project manager – Basic education for a project manager – Roles and

responsibilities of a project manager – Project manager as a profession. (10 hrs.)

CHAPTER II ESTABLISHING THE PROJECT: SCOPE, TIME, COST AND PERFORMANCE GOALS

Financing arrangements – Preparation of cost estimates – Finalization of project implementation schedule –

Evaluation of project profitability – Appointing a project manager, CPM/PERT Network analysis.

(10 hrs.)


- ( 59 ) -

CHAPTER III ORGANIZING FOR PROJECT MANAGEMENT

Project manager’s authority – Project organization – Accountability in project execution – Contracts – 3 “R” S of

contracting – Tendering and selection of contractors – Team building. (10 hrs.)

CHAPTER IV DESIGN FOR PROJECT IMPLEMENTATION

Working of systems – Design of systems – Project work system design – Work break down structure (WBS) – Project

execution plan (PEP) – Project procedure manual – Project procedure manual – Project control system – Planning,

Scheduling, and monitoring – Monitoring contracts – Project diary. (10 hrs.)

CHAPTER V COST ESTIMATION AND PROJECT WORK SCHEDULE

Project direction – communications in a project – Project coordination – Project control – Scope/progress control –

Performance control – Schedule control – Cost control, cost indices and types of construction cost estimates, Line-

of – balance method of scheduling, factors affecting work schedule. (8 hrs.)

CHAPTER VI PROJECT MANAGEMENT PERFORMANCE

Performance indicators – Performance improvement – The CM and DM companies for better project management-

project management environment, (4 hrs.)

CHAPTER VII SELECTING CONSTRUCTION EQUIPMENT

Equipment management in construction projects, economics of construction equipment, operating and owning cost,

maintenance, construction planning, materials management and inventory control, environmental aspect of

construction site, execution and site monitory.

(8 hrs.)


Answer any Five full question out of Eight Question is to be set. Each questions carry 20 marks.

Reference Books:

1. S CHOUDHARY, Project management – McGraw-Hill companies,1998

2. K.K. CHITKARA, Construction project management: Planning, scheduling and control, Tata McGraw-Hill

publishing company,1998

3. Chris Hendrickson and Tung Au Project Management for Construction – Fundamental concepts for Owners,

Engineers, Architects and Builders, Prentice Hall, Pittsburg, 2000

4. Fredrick E. Gould, Construction Project management, Wentworth institute of technology, Vary E. Joyce,

Massachusetts institute of technology, 2000

5. George J. Ritz, Total construction project management – McGraw-Hill Inc, 1994.

6. Construction planning equipments and methods by R. L. Peurifoy and W. B. Ledbetter, McGraw-Hill

companies,2000

2K11CE606 (d) EXPANSIVE SOIL ENGINEERING



Max Marks: 100

1. Introduction: Origin, Distribution, Recognition and Identification and Classification of expansive soils

Engineering, Classification, Mineralogy, CEC, Clay minerals, free swell, shrinkage index, swelling potential

and swelling pressure – methods of determination and factors influencing

10 Hrs.


- ( 60 ) -

2. Design alternatives: Introduction, Structural foundation alternatives - Drilled pier and beam foundation, Mat

foundation, Shallow footing foundation, under-reamed pile foundation, general condition for under-reamed

piles, Design and construction.

12 Hrs.

3. Design for highway and airfield pavements: Introduction, general principles of pavement design, Design

features and treatment methods for expansive soil sub grades and highway pavements, Air field procedures.

6 Hrs.

4. Treatment of Expansive soils : Introduction, General consideration and Guide lines, removal and

replacement, re-moulding and compaction, pre-loading and pre-wetting, chemical admixtures- lime, cement,

fly ash, mixture design procedure and application methods, Moisture control, Electro-chemical methods

12 Hrs.

5. Remedial measures: Introduction, investigation of structures and foundation soil, remedial procedure

alternatives- drilled pier and beam foundation, underpinning, slab on grade foundation, footing, foundation

Exopy treatment moisture stabilization and barriers, Remedial measure for building and pavements, case

histories. 8 Hrs.

6. Method of construction in expansive soils: Introduction, sub- base preparation, construction and water –

protection measures, maintenance and rehabilitation of structures founded on expansive soils.

6 Hrs.

7. Swell-shrink behavior of expansive soil: Introduction investigation of foundation movements, cycle

behaviour, factors affecting, case histories. 6 Hrs.


Answer any Five full question out of Eight Question is to be set. Each question carry 20 marks.

Reference Books:

1. Foundations on Expansive soils by F.H. Chen, Elsevier Scientific Publishing Company, New York

2. Construction of Buildings on Expansive soils by E.A. Sorochan, Oxford & IBH publishing Co. Pvt. Ltd.

3. Expansive soils – Problems and Practice in foundation and Pavement engineering by John D. Nelson and

Debora. J. Miller, John Wiley & Sons Inc, New York.

4. Clay mineralogy by R.E. Grim, McGraw hills Book Company Inc., New York.

2K11CE606 (e) PAVEMENT MATERIALS



Max Marks: 100

1. Aggregates: Origin; classification, requirements; properties and tests on road aggregate concepts of size and

gradation - design gradation, maximum aggregate size, aggregate blending to meet specification.

(10 Hrs.)

2. Bitumen and Tar: Origin, preparation, properties and chemical constitution of bituminous road binders,

requirements. (6 Hrs.)

3. Bituminous Emulsions and, Cutbacks: Preparation, characteristics, uses and tests. (6 Hrs.)


- ( 61 ) -

4. Adhesive or Bituminous Binders to Road Aggregates: Adhesive fai1ure, mechanism of stripping, tests and

methods of improving adhesion. (6 Hrs.)

5. Bituminous Mixes: Mechanical properties dense and open graded mixes, common mechanical tests bituminous

mix. Design methods and specification using different criteria. (10 Hrs.)

6. Cement Concrete for Pavement Construction: Requirements, IRC and ISI specifications and tests, joint filler

and sealer materials - requirement and tests. (10 Hrs.)

7. Special bituminous Mixtures, Recycling and Additives: Use of different additives, viz., polymer, rubber, anti-

stripping agents, recycling of bituminous mixes. (6 Hrs.)

8. Geo synthetic in Pavement Construction, Geo-fabrics, geo-grids and Geo-mats. (6 Hrs.)


Answer any Five of the eight main questions to be set covering the entire syllabus. All question carry 20 marks.

Reference Books:

1. RRL, DSIR, 'Bituminous Materials in Road Construction', IIMSO Publication

2. RRL, DSIR, Soil Mechanics for Road Engineers" HNISO Publication

3. BIS and IRC Publications on relevant topics

4. Freddy, L Roberts, Prithvi, S. Kandhal, Ray Brown, Dah. - Yinn Lee and Thomas Kennedy, 'Hot Mix Aspahlt

Mixes, Mixture Design and Construction NAPA Educational foundation, Maryland

2K11CE606 (f) TRAFFIC ENGINEERING



Max Marks: 100

1. Introduction: Components of road traffic, the vehic1e, driver and road, Objectives and scope of traffic

engineering. (2 Hrs.)

2. Traffic Characteristics: Road user characteristics, human factors and vehicle characteristics affecting road

traffic - vehicular factors, static and dynamic characteristics, resistance and power, speed, acceleration, change

in horizontal and vertical directions, problems on above. (8 Hrs.)

3. Traffic Engineering Studies and Analysis: Sampling in traffic studies, adequacy of. sample size, objectives

methods of study and equipment, data collection, analysis and interpretation of (i) Spot speed (ii) Speed and

delay (iii) Volume and (iv) Origin and destination (v) Parking (vi) Accident Studies, concept of PCUs under

mixed traffic flow road safety audit. (12 Hrs.)

4. Traffic flow Theory: Elements of Traffic flow, linear methods. Shock wave theory and bottleneck problems.

Simple queuing theory and its, applications, linear car following theory .and its applications.

(6 Hrs.)

5. Traffic Regulations: General regulations, regulations on vehicles, drivers, flow and other regulations, traffic

management. (6 Hrs.)

6. Traffic Control Devices: Traffic signs, markings islands and signals. Design of fixed time signals by IRC

method, signal co-ordination. (10 Hrs.)


- ( 62 ) -

7. Intersections and Interchanges: Conflict points, design of rotary as per IRC, mini round-about, grade separated

intersections/flyovers - capacity, level of service and planning of number of lanes.

(8 Hrs.)

8. Traffic and 'Environment: General traffic planning, environmental aspects - noise and air pollution due to

road traffic, Environmental impact assessment of road projects.

(8 Hrs.)


Answer any Five full question out of Eight Question set. Each question carry 20 marks

Reference Books:

1. Matson, Smith and Hurd, 'Traffic Engineering', McGraw Hill Book Co.

2. Kadiyali, L.R., 'Traffic Engineering and Transport Planning', Khanna Publishers

3. Wells, G.R., 'Traffic Engineering - An Introduction', Griffin, London

4. Khanna, S.K. and Justo, C.E.G., 'Highway Engineering', Nero Chand and Bros.

5. Fred Mannering and Walter P. Kilareski, 'Principles of Highway Engineering and Traffic Analysis, John

Wiley & Sons, Inc. 1990

6. Salter, RJ., and Hounsell, N.R., 'Highway Traffic Analysis and Design', Mac Millan publishers, 1996

7. Ogden K. W, Safer Roads - A Guide to Road Safety Engineering', Avebury

Technical, UK, 1996

2K11CE606 (g) PLASTIC ANALYSIS OF STEEL STRUCTURES



Max Marks: 100

1. Introduction to plastic design concepts, ductility of steel, analysis of axially loaded members. (2 Hrs.)

2. Flexure of Beams: Assumptions and conditions, bending of rectangular beam Plastic hinges, Redistribution of

moment, Mechanisms plastic modulus, shape factor for different C.S., Factors affecting bending strength and

stiffness. (8 Hrs.)

3. Analysis of Structures: Plastic analysis compared with elastic analysis, fundamental principles; Principles of

virtual displacements, upper, and lower bound theorems, principles of statical methods and Kinematics

Mechanism method of analysis. (12 Hrs.)

4. Statical (equilibrium) method of analysis: Application to fixed beam, propped cantilever. (10 Hrs.)

5. Mechanism method of analysis - Application to propped cantilever, fixed beam, continuous beams, Simple portal

Frames with different types loads. (10 Hrs.)

6. Method of combining mechanisms, evaluation of ultimate loads of plane frames (single bay or two storey and

two-bay - single storey only), Gable Frame (single bay) use of instantaneous center. (12Hrs)

7. Minimum Weight Design: Weight compatible mechanism Geometrical analogues to determine weight of

structure. (6 Hrs.)


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To set 8 full questions of theory and problems covering entire syllabus (each of 20 marks) to answer any 5

questions (20 marks each)

Reference Books:

1. Beedle L. S.., Plastic design of steel frames, “John Wiley & Sons., Newyork, 1958.

2. Neal B.G. “Plastic ana1ysis and design of steel structures”.

3. Baker J.F., Home M.R. and Heyman. J. Steel skeleton Vol. II - Plastic behaviour and design Cambridge

university press; Cambridge, 1956’

4. Heyman J. “Plastic design of portal frames” Cambridge university press, Cambridge, 1956.

5. Ramachandra “Steel Structures – Vol. II”

6. SP: 6(6) - 1978 Plastic design of steel structures, BIS New Delhi.

7. IS 800 - 1978 Code of .Practice for design of steel structures, BIS New. Delhi

2K11CE606 (h) ADVANCED STRENGTH OF MATERIALS



Max Marks: 100

1. Curved beams: Winkler-Bach formula, stresses in hooks and closed rings, deflection of curved beams.

(12 Hrs.)

2. Torsion: of circular and non-circular sections St-Venants Theory, Membrane and sand heap analogies Torsion

of multi-celled thin walled and closed sections, warping. (16 Hrs.)

3. Unsymmetrical bending: concepts, stresses in beams subjected to unsymmetrical bending of C.S. -

Rectangular. I Section and Angle section, deflection computation, shear centre for unsymmetrical sections.

(12 Hrs.)

4. Elastic Stability – Elastic Buckling of column Beams – column, Treatment of Elastic stability of columns by

general differential equation. (12 Hrs.)

5. Introduction to Stress concentration, causes and prevention (8 Hrs.)


To set 8 full questions of theory and problems covering entire syllabus (each of 20 marks) to answer any 5

questions (20 marks each) Reference Books:

1. Vazrani, V. N. & Ratwani M. M. - Advanced Theory of structure and matrix methods of structural analysis.

Khanna Publications, 1976

2. Timoshenko S - Strength of materials (part-2) (3rd ed), CBS Publications986

3. Seely & Smith-m Advanced Mechanics of materials (2nd ed.) John Wiley Publication 1952.

4. Boresi A. P. & Side bottom O. M. - Advanced Mechanics of Materials, John Wiley

Publications, 1985

5. Krishnaraju N & Gururaj D.R. - Advanced Mechanics of Solids and Structures, Narosa Publication, 1997.

(Tex1 book)


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2K11CE606 (i) OPEN CHANNEL HYDRAULICS



Max Marks: 100

1. Open channel flow and its classification: Description, Types of flow, and Regimes of flow, Channel geometry,

Design of channels for uniform, non-erodible channels, Erodible channels, Velocity distribution and velocity

distribution coefficients. (12 Hrs.)

2. Non uniform flow: Assumptions, Dynamic equation for GVF, surfaces profile on different slopes, hydraulic

jumps, energy dissipater and back water. (14 Hrs.)

3. Gradually varied flow: assumptions, Dynamics equation of GVF, Determination of normal and critical slope.

Characteristics and classification of flow profile, surface profile on different slopes; Methods of computation,

Graphical integration method, direct step method, Practical problems, Back water effect. (18 Hrs.)

4. Rapidly varied flow: characteristics flow over spillways, pressure on overflow spillway, Hydraulic jump, and

jump as energy dissipater. (8 Hrs.)

5. Element of unsteady flow: Definition, Surges, Positive and Negative surges. (8 Hrs.)


Answer any Five full question out of Eight Question set. Each question carry 20 marks

Reference Books:

1. Ven Te Chow Open channel Hydraulics

2. Ranga Raju Flow through open channel

3. Henderson., Open channel flow

4. Subramanya flow through open channels

5. R. K. Bansal fluid mechanics and hydraulic machinery.

2K11CE606 (j) NUMERICAL METHODS IN CIVIL ENGINEERING



Max Marks: 100

1. Introduction, exact and approximate numbers, rounding off of a number of significant digits. (2 Hrs.)

2. Solution of linear system of equations by direct and indirect methods: Direct methods: Method of determinants,

Method of Leading co-efficient, Gaussian elimination method, factorization method, Cholsky's method and

Matrix Inversion method; Indirect method: Gauss Seidel Iteration and Relaxation method . (12 Hrs.)

3. Solution of algebraic and transcendental equations (i) Bisection method, (ii) Graphical method (iii) Regu1a Falsi

method (iv) Iteration method, (v) Newton Raphson method. (10 Hrs.)

4. Solution of Ordinary differential equations i. Euler's method, ii. Taylor Series method, iii. Runge - Kutta method.

(10 Hrs.)

5. Numerical Integration i. trapezoidal Rule, ii. Simpson's rule, iii. Newmark's method applied to beams and


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columns. Beams - determination of SFD, BMD and slope deflections of simply supported beams, cantilever

beams, propped cantilever and fixed beams with constant and variable columns with different end conditions and

constant and variable MI (8 Hrs.)

6. Finite Difference method: Expression of derivatives by backward, forward and central difference, solution of

initial and boundary value problems using central differences. (4 Hrs.)

7. Application of finite difference method to determination of BMD and deflection of determinate beams with

constant and variable EI. (10 Hrs.)

8. Demonstration of packages programmes for solving numerical problems and not for examination.

(4 Hrs.)


Set Eight Full questions consisting of theory and problems covering entire syllabus (each of 20 marks) answer any

FIVE questions (of 20 marks each) Reference Books:

1. Scarborough, JB. Numerical Mathematical Analysis Johns Hopkins Univ, Bres, Baltimore, 1950.

2. Stanton, R.G., Numerical Methods for Science and Engineering, Prentice hall of India, New Delhi, 1967

3. Jain M. K. Numerical Analysis for Scientists and Engineer, SB.W. Publishers, Delhi, 1971 (Text book)

4. McCormick J.M and Salavdori, M.G. Numerical method in FORTRAN, Prentice Hall of India, New

Delhi 1971

5. Sastry S. S., “Introductory Methods of Numerical Analysis”, Prentice Hall of India, New Delhi, 1977

6. Krishnaraju and Uthu K. V., “Numerical Method for Engineering problems”, McMillan India Ltd., 1990.

2K11CE606 (k) ARCHITECTURE & TOWN PLANNING



Max Marks: 100

PART – A

ARCHITECTURE & TOWN PLANNING

1. Introduction: Definition of Architecture, Development and necessity of Architecture, nature and function of

Architecture, Principles of Architecture. (4 Hrs.)

2. Qualities of Architecture: Strength, Breadth, Scale, Contrast, Vitality, Restraint, Repose, Refinements, Grace.

(4 Hrs.)

Factors of Architecture: Proportion, light and shade, harmony, Rhythm, Solids and voids, Balance and

symmetry, colour contrast. (4 Hrs.)

3. Classic order in Architecture

i) Greek Orders in Architecture

ii) Roan orders: Doric, Ionic, Carinthian, Tusken and Composite order. (6 Hrs.)

4. Factors influencing the Evolution of Architecture. (4 Hrs.)


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5. Greek Architecture (10 Hrs.)

Evolution of Greek Architecture, Architectural feature, Roam temples, Basillicas, town, gateway & Arches

Amphitheatres (Calosium), forums circus, Tombs, Thermea, Dwellings, Bridges, Theatres, Egyptian

Architecture, Indian Architecture, Islamic Architecture, Indo-Sarosonic Architecture Benzatine Architecture,

Romansque Architecture Early Christina period, Gothic Architecture Renaissance Architecture, modern

Architecture.

PART – B

TOWN PLANNING

Introduction: General definition – Evolution of planning aims and objectives of town planning origin of towns,

Ancients towns, Pre-mediaeval towns, Medieval towns Modern towns moghul towns, Roman towns, Greeks Towns

in British Period, Renaissance towns, Indian ancient towns and town planning in ancient India. Indus valley

civilization. Growth of towns, features of town – requirements of town stages of development towns. (4 Hrs.)

Survey (2 Hrs.)

Principles of Town planning: Pattrick Geddes Principles, Le-Carbanar Principles and Garden city principles.

(4 Hrs.)

Land Use Concept, Zonning, Clums, master plan Housing, building Bye laws

Public Buildings, Parks & Playgrounds, Urban roads, Traffic management

Industries, Miscellaneous, Village Planning & Housing (18 Hrs.)


Eight Questions should be set, four each from Part-A & Part-B students should answer five full questions selecting at

least two questions from each part. All main questions carry 20 marks each.

Reference Books:

1. Architecture & Town Planning – G. M. Rajkumar


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2K11CE607 GEO – TECHNICAL ENGINEERING LABORATORY


Class Marks: 25

Max Marks: 100

1. Visual Soil Classification Tests

2. Specific Gravity Test

3. Moisture Content Determination

4. Sieve analysis for coarse grained soils

5. Hydrometer analysis for fine grained soils

6. Atterberg Limits and indices

7. Standard Proctor compaction test

8. Field Density Test (Both core cutter and sand replacement methods)

9. Constant head permeability test

10. Variable head permeability test

11. Unconfined compression test

12. Direct shear test on dry cohesionless soils

13. Direct shear test on cohesive soils

14. Triaxial Test (UU Test for cohesive soils)

15. Consolidation Test (Demonstration)

16. Exposure to modern equipments like Cone penetrometer, Auto consolido meter, Swell Test apparatus,

automated triaxial shear test apparatus.

Text Book:

Soil Testing for Engineers Lam be T.W. John Wiley and Sons

References:

1. Soil Testing by S. Prakash, Asia Publishing Company

2. Engineering Properties of soils and their measurement, by J.E. Bowels, Mc Graw Hill Co.


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2K11CE608 HIGHWAY MATERIALS LABORATORY


Class Marks: 25

Max Marks: 100

A. Test on bitumen

1. Specific gravity

2. Penetration test

3. Ductility test

4. Softening point test

5. Flash and Fire point test

6. Viscosity test on cutback

B. Test on Aggregates

1. Specific gravity and water absorption test

2. Impact test

3. Crushing value test

4. Los Angeles Abrasion test

5. Shape test

C. Tests on Subgrade soil CBR test

D. Proportioning of aggregates by Rothfutch’s method

References:

1. I.S. 73 1992, IS 8887 IRC SP. 53

2. Khanna S.K., Justo, C.E.G., Veeraragavan A. ‘Highway Materials and Pavement Testing’, Nemchand and

Bros, Roorkee

2K11CE609 ENGINEERING PROJECT TOUR

Class Marks: 25

Technical project tour for 5 days after the 5th semester examination (during vacation) projects to be visited are:

projects related to transportation engineering, construction technology, structural engineering, foundation

engineering, environmental engineering, Water resources engineering, etc.


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2K11 SCHEME

VII SEMESTER

Sl

No


Duration of

Exam

Class /

Sessional

Marks

Exam

Marks


1. 2K11CE701 Remoter Sensing & GIS 4 - 3 - 25 100

2. 2K11CE702 Foundation Engineering 4 - 3 - 25 100

3. 2K11CE703 Bridge Engineering 4 - 3 - 25 100

4. 2K11CE704 Transportation Engineering – III 4 - 3 - 25 100

5. 2K11CE705 Design & Drawing – Hydraulic

Structures

1 3 1 3 25 100

6. 2K11CE706 ELECTIVE – II 4 - 3 - 25 100

7. 2K11CE707 Computer Application Lab 1 3 - 3 25 100

8. 2K11CE708 Extensive Survey Project - - - - 25 100

TOTAL

200 800

1000

NOTE: EXTENSIVE SURVEY PROJECT SHALL BE CONDUCTED IMMEDIATELY AFTER VI SEMESTER

EXAMINATIONS DURING VACATION (18 DAYS)

ELECTIVE: 2K11CE706

(a): Solid Waste Management

(b): Design & Drawing of Waste Water Treatment

(c): Ground Improvement Techniques

(d): Reinforced Soil Structures

(e): Pavement Design

(f): Airport planning & Design

(g): Advanced R.C.C. Design

(h): Theory of Elasticity

(i): Ground Water Engineering

2K11CE701 REMOTE SENSING and GIS


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Max Marks: 100

1. Principle of Remote sensing: Introduction, remote sensing system, electromagnetic spectrum black body,

atmospheric windows, energy interaction with earth surfaces features. Spectral characteristics of earth’s

surface, range of sensing system. (6 Hrs.)

2. Platform Sensors and Date products: Definition types of platform, photographic sensors, scanners,

radiometers and radar. Date types and format scale and legend, false color composition. (6 Hrs.)

3. Earth Resources Satellites: Landsat, SPOT, IRS, satellites. Meteorological, satellites Ocean monitoring and

earth observing satellites. (6 Hrs.)

4. Date Interpretation and Analysis Techniques: Multispectural, Multitemporal, multisensrol, multistage

concept, photo interpretation techniques for arieal photo and satellite imagery (visual and digital),

interpretation elements, etc. preprocessing and processing. (10 Hrs.)

5. Thematic maps: SOI topomas, delineation of study area, Base maps, Land use/land cover, soil,

hydogeomorphology, Motrphometric analysis-linear, aerial aspects. (10 Hrs.)

6. Geographical Information System (GIS): Definition, components of GIS different types of GIS, Data

structures – Raster and vector, Data analysis and map generation. (6 Hrs.)

7. RS and GIS for water resources Engineering: Water balance, crop inventory, disaster management, ground

water, ground water inventory, soil moisture study, runoff and soil loss estimation, rain water harvesting.

(10 Hrs.)

8. RS and GIS for Environmental Engineering: Environmental impact assessment, forest fire, management of

sewerage and solid waste disposal sites. (6 Hrs.)


Instruction: Students has tom answer Part-A and any Five Full question of the remaining by selecting at least two

from each part.

Part-A Compulsory covering the entire syllabus 10 question to be set of 2 marks each

Part-B four question to be set of 16 marks each covering topic 1, 2, 3, 4

Part-C four question to be set of 16 Marks covering Topics 5, 6, 7, 8.

Reference Books:

1. Thomas M. Lillisand and R. W. Kiefer. “Remote sensing and image interpretation” John wiley, New York.

2. Sabins and Floyd, F. J. R “Remote sensing principles and interpretation” W. H. Freeman. San Francisco.

3. James B Campbell “Introduction to remote sensing” Taylor and France, London and New York.

4. Johnson b. Jensen, “Introductory Digital Image Processing” Prentice Hall, New Jersey 1996.

5. Johnson B. Jensen “Remote sening of the environmental Pearson education, Singapore.

6. Engman E T and Gurney R J “Remote sensing in Hydrology” Chapman and hall London.

7. Burroughs P A and PA Mc Donnel, “Principle of Geographical Information systems” Oxford University

Press.

8. Kang tsung Chang “Introduction to Geographical information system” Tata McGraw Hill, New delhi.

9. Anji Reddy “Text book of remote sensing and geographical information’s system” B S Publication,

Hyderbad.

10. George Joseph “Fundamental of remote sensing” university

11. Current literatures and publication.


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2K11CE702 FOUNDATION ENGINEERING



Max Marks: 100

PART – A

1. Stress distribution in soils: Introduction, Boussinesq’s and Westergaard’s analysis assumption and formula

for determination of stress due to point loads, stress beneath, line, strip, uniformity loaded rigid circular

footing (derivation not required). Pressure bulb, Isobars, construction and uses of Newmark’s chart. Modules

of subgrade reaction and factors affecting it, contact pressure distribution and factors affecting it. Contact

pressure distribution in granular and clayey soils for flexible and rigid footing.

15 Hrs.

PART – B

2. Bearing capacity and settlement of shallow foundations: Introduction, bearing capacity, gross pressure

intensity, net pressure intensity, ultimate bearing capacity, net ultimate bearing capacity, Net safe bearing

capacity, Safe braring capacity and allowable bearing pressure, General, Local and punching shear failure of

soil foundation system and factors affecting them. Terzanghi’s bearing capacity Theory of shallow

foundations, assumptions and limitations. Determination of Bearing Capacity of soil foundation system by

Terzaghi’s theory for general and local shear failure. IS method effect of shape, size and depth of foundation

of immediate (Elastic) and consolidation settlement. Uniform Settlement and Differential settlement,

permissible settlement and toletate Distortion as Per Latest Relevant IS Code, Determination of Bearing

Capacity of Soils from N – Values By Teng’s (Modified) and Meyerhoff’s (Modified) Equations.

15 Hrs.

PART – C

3. Pile Foundations: Introduction, Classification of Piles Based On Function, Materials Composition and

Installation. Selection and Uses of Piles, Under –Reamed Piles, Determination of Load Carrying Capacity

of Single Pile Dynamic Pile Driving Formulae and its Limitations. Skin Resistance and Point Bearing

Resistance of Piles in Cohensionless and cohesive soils, Static Formula. Bearing Capacity of Piles in

Granular soil From SPT values, Pile load test, pile groups, Number and the spacing of Piles in a group. Pile

group efficiency settlement of group of piles in cohesive soils, Allowable load on group of piles, Negative

skin Friction, Causes and its determination. 15 Hrs.

PART – D

4. Soil Exploration: Introduction, Depth of exploration, number and disposition of borings, Methods of site

exploration, Auger boring, Auger and shell boring, wash boring, percussion drilling, rotary drilling methods.

Soil samples and samplers, requirements. Disturbed , undisturbed and remoulded samples, Open drive

sampler , stationery piston sampler stabilization of boreholes, standard penetration test, correlations, static

cone penetration test, seismic refraction test, Electrical resistivity method, Bore logs, Geotechnical

investigation report.

Ground Improvement: Introduction, Soil stabilization techniques, Mechanical, Cement, Lime, Chemical and

electrical methods of stabilization. 15 Hrs.


Nine question should be set two from each part and one compulsory question covering all the chapters. The students

should answer the compulsory question and one question from each part.


- ( 72 ) -

Reference Books:

1. Soil mechanics and foundations by B.C. PUNMIA, Laxmi publications ltd. New Delhi.

2. Soil mechanics and foundation engineering by V.N.S. Murthy, Sai kripa technical consultants Bangalore.

3. Basic and applied soil mechanics by Gopal Ranjan and A.S.R. Rao, Wiley Eastern ltd. New Delhi.

4. Geotechnical engineering by C. Venkataramaiah, New Age International publishers Bangalore.

5. Geotechnical engineering by P. Purushothama Raj, Tata Mc Graw Hill Com. New Delhi.

6. Modern Geotechnical engineering by Alam singh. CBS publishers and distributors ltd. New Delhi.

7. Foundation engineering by S.P.Brahma, Tata Mc Graw Hill Com. New Delhi.

8. Soil mechanics in engineering practice by Terzhaghi and Peck

9. Foundation analysis and design by J.E. Bowles, Mc.Graw Hill International book Com.

2K11CE703 BRIDGE ENGINEERING



Max Marks: 100

1. Introduction to different types of bridges- Principle of load distribution- bridge response under

static loading and dynamic loading.

03hrs

2. Design of Masonry Arch bridges.

06hrs

3. Design of RCC slab bridge, for IRC loading.

06hrs

4. Design of RCC T-beam bridges –slabs, longitudinal girder, transverse beam, related to moments

and shears,

10hrs

5. Bearings-elastomeric bearings, pot bearings, rockers and roller bearings.

08hrs

6. Foundation- Well and pile foundation.

10hrs

7. Piers and Abutments- stability analysis 06hrs

8. Design of Box culvert. 06hrs

9. Importance of flyovers- types of flyovers, concept of analysis design and construction aspects.

05hrs


Answer any five of the eight main questions, to be set covering the entire syllabus

Reference Books:

1. Johnson Victor, “Essentials of bridges Engineerings” Oxford & IBH Pub

2. Ponnuswamy, S, ” Bridge Engineerings” Tata-McGraw Hill Pub 1992

3. Aswini Vijirani & Ratwani “A design of concrete bridges “ Khanna pub 1993.

4. Krishnaraju “ Design of Brides” Tata-McGraw Hill Pub

5. M.A. Jayaram, “ Design of Bridge Structures” Prentice –Hall of India Pvt. Ltd, New Delhi,2004


- ( 73 ) -

2K11CE704 TRANSPORTATION ENGINEERING - III



Max Marks: 100

PART – A: RAILWAY ENGINEERING

1. Railway Track: Cross Section, gauges, wheel and axle arrangement, Rails- material strength, length, creep,

wear, rail joints, welding, failure of rails. Sleepers - requirements, types and relative merits; sleeper density

and spacing. Track fittings, fixtures at rail joints; fixtures for FF rails on different types of sleeper; Ballast –

objects, requirements and types, formation - functions and typical sections, soil improvements measures.

- 10 Hrs.

2. Stresses and resistance: Types of traction, requirements of track, track modulus stresses in rails, sleepers,

ballast and formation resistance to traction, hauling capacity and power of engines, problems on above.

- 6 Hrs.

3. Alignment and Geometric design: Requirements of railway alignment, surveys, cross section of track, Design

of horizontal curves, radius, superelevation, cant deficiency, maximum speed, transition curve: widening of

gauges at curves. Gradients and grade compensation: vertical curves, problems.

- 10 Hrs.

4. Points and Crossings: Simple turn out, detail at points and crossings, design methods for simple turn out,

cross over and diamond crossing, problems, - 6 Hrs.

5. Construction and Maintenance: Construction of railway track, Drainage system for railway track.

- 4 Hrs.

PART – B: TUNNEL ENGINEERING

6. Introduction: Objects of tunneling, tunneling surveying and alignment,

transferring of centre line and grade of tunnel. Tunnel cross section – size and shape. - 4 Hrs.

7. Tunnel and shaft: Construction, Tunnel Driving, Methods of tunneling in soils and soft rocks; tunneling in

hard rocks – different methods. - 4 Hrs.

8. Tunnel lining: Tunnel safety measures, tunnel ventilation, lighting and drainage. - 4 Hrs.

PART – C: HARBOUR ENGINEERING

9. Introduction: Classification of harbours, road steads, requirements and general principles of layout and

design. - 2 Hrs.

10. Natural Phenomena: Wave generation, Characteristics, effects of wave action in harbour structures,

evaluation of wave pressure on harbour structure problems, tide causes and effects on harbours.

- 4 Hrs.

11. Break Waters: Classification forces, design factors, Construction methods and protective measures, problems.

- 4 Hrs.

12. Quays, Wharves: transit sheds, ware houses and docks - 2 Hrs.


- ( 74 ) -


1. Part A – Railway Engineering, five questions are to be set out which three questions are to be answered

2. Part B – Tunnel Engineering, Two questions are to be set and one question to be answered

3. Part C – Harbour Engineering, Two questions are to be set out of which one question is to be answered

Reference Books:

1. K.F. Antia, Railway Track, New Book Co. (P) Ltd.

2. M.M. Agarwal, `Indian Railway Track’, Prabha and Co.

3. Saxena and Arora, `Railway Engineering’, Dhanpat Rai and Sons (text book)

4. IRS Track Manual, Research Design and Standards Organisations, Ministry of Railways

5. R. Srinivasan, `Harbour, Dock and Tunnel Engg’, Charotar Book Stall(text book)

6. Aioznzo Def. Quinn, `Design and construction of ports and Marine Structures’

7. Saxena, ` Tunnel Engineering’, Dhanpat Rai and Sons

8. Richards and Mayo, `Practical Tunnel Driving’

2K11CE705 DESIGN & DRAWING – HYDRAULIC STRUCTURES



Max Marks: 100

PART – A

1. Preliminary design and drawing of earthen embankment dam-homogeneous and non-homogeneous. (5 Hrs.)

2. Design and drawing of concrete gravity dam-overflow and non-overflow section. (5 Hrs.)

3. Design and drawing of irrigation channel using Lacey’s silt theory. (5 Hrs.)

PART – B

4. Design and drawing of Plug sluice. (9 Hrs.)

5. Design and drawing of surplus weir-stepped apron. (9 Hrs.)

6. Design and Drawing of canal drop-notch type. (9 Hrs.)

7. Design and drawing of canal cross-regulator. (9 Hrs.)

8. Design and drawing of aqueduct. (9 Hrs.)


1. Answer any two full question selecting one full question from each part.

2. The marks allotted for Part – A is 30 marks and Part – B is 70 marks.

Reference Books:

1. Satyanarayana Murthy challa-“Water resources and Engineering, principles and practice”. A new age International

publishers.

2. Punmia pandey and Lal-“Irrigation and water power Engineering”. Laxmi publications.

3. Justin, Hinds and Preager – “Engineering for Dams”. Wilae eastern publications.

4. Khushalini and Khushalini – “Irrigation practice and design”. Oxford and IBH publishing company.

5. Relevant IS codes and literatures.


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2K11CE706 (a) SOLID WASTE MANAGEMENT



Max Marks: 100

1. Solid wastes-Definitions Solid waste management (SWM), evolution of SWM and public health aspects, types

of solids waste. Sources, Composition of municipal solid wastes, Validation in distribution of waste Components.

Determination of waste composition in the field, future changes. (8 Hrs.)

2. Legal aspects and solid waster legislation and policy Guidelines. (4 Hrs.)

3. Properties of solid waste. Physical – density and moisture content percentile distribution, size of waste

constituents. Chemical Calorific value. PH, N-P-K, Total Carbon, C/N Ratio, Biological properties and Toxic

properties. (8 Hrs.)

4. Solid waste generation Measures and methods used to assess solid waste quantities, Solid waste generation and

collection rate, Factors that affect generation rates. (4 Hrs.)

5. Waste handling on site at residential dwellings, commercial and industrial facilities, storage of solid wastes at

sources, Processing of solid waste at source. (8 Hrs.)

6. Collection of solid wastes-types of collection, system equipment and personal requirement. Analysis of collection

system, collection routes - optimal. (8 Hrs.)

7. Transfer and transport-need for transfer operation-types of transfer station-location-mean sand methods.

(6 Hrs.)

8. Separation and processing of solid wastes, unit operation. Mechanical, chemical, thermal volume reduction,

mechanical segregation. (8 Hrs.)

9. Ultimate disposal-Landfill methods and operation, gases and leach ate in landfill, their control, land farming-

Deep well injection. (6 Hrs.)


Answer any Five full question out of Eight question set. Each question carry 20 marks.

Reference Books:

1. George tchobanogJus, Hilay thciscn and roefEliasscn (1977), "Solid wastes Engineering principles and

management uses", McUraw hill Book Company.

2. Howard.S.Peavy, Donald.R.Rowe :md George tchobanoglous (1985), "Environmental Engineering",

NkGraw 11i11 company, New York.

3. George tchobanoglous, Hilay theisen and Samuel vigel (1993): “Integrated solid Waste Management”,

McGraw Hill international edition.

4. Mackenzie L Davis & David A Cornwel, “Introduction to Environmental Engineering” McGraw Hill.

5. Manual on Municipal Solid Waste Management – prepared by Experts committee, Central Public Health

Engineering organization, 2000, May.


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2K11CE706 (b) DESIGN AND DRAWING OF WASTEWATER TREATMENT UNITS



Max Marks: 100

Design and drawing of following wastewater treatment units

1. Screens (4 Hrs.)

2. Grit chambers (4 Hrs.)

3. Trickling filters (8 Hrs.)

4. Rotating biological filters (8 Hrs.)

5. Activated sludge process (6 Hrs.)

6. Oxidation Ditch (4 Hrs.)

7. Oxidation pond (4 Hrs.)

8. Aerated lagoon (4 Hrs.)

9. Up flow anaerobic sludge blanket. (4 Hrs.)

10. Septic tank (4 Hrs.)

11. Anaerobic digesters (6 Hrs.)

12. Sludge drying beds. (4 Hrs.)


Question paper consists of Two parts – Part A and Part B, consisting of two question each to answer ONE question of

40 marks from Part A (chapters I to IV) and One question of 60 marks from Part B (chapters V to XII)

Reference Books:

1. S. K. Garg “Environmental Engineering Vol. II (Water Supply Engineering 1998)” Khanna Publication.

2. Hammer & Hammer, “Water and Waste Water Technology”, Printice Hall of India Pvt Ltd.

3. Manual on waste water treatment – prepared by the expert committee. Central public Health and

Environmental Engineering Organization, May 1999

4. G. S. Bridie J. S. Bride – Water supply and Sanitary Engineering Edition 2004

5. E. W. Steel and Terence J McGhee Water Supply and Sewage – Fifth Edition McGraw-Hill

6. G. M. fair J. C. Geyer and D. A Okun “Water and Waste Water Engg. Vol I and Vol II” John Wiley and Sons

Inc.

7. Metcalf and Eddy, “Wastewater Engineering” 3rd and 4th Edition McGraw-Hill

8. Davis and Cornwell, Environmental Engineering, 3rd edition McGraw – Hill.

2K11CE706 (c) GROUND IMPROVEMENT TECHNIQUES



Max Marks: 100

1. Soils of India: Distribution: Problematic types of soils and their characteristics. (6 Hrs.)

2. General methods of Ground Modification, Factors to be considered in the selection, suitable method,

Traditional objective and emerging trends-Environmental Geo-technique, Low cost building with soils,

Reinforced earth, Current and future development. (8 Hrs.)

3. Mechanical modification: Introduction, Methods of compaction, Shallow surfaces, Deep and Hydrodynamic

Compaction, Principle of soil densification, Properties of compacted soil, Compaction control, test,

Specification of compaction requirements, problems. (12 Hrs.)


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4. Hydraulic modification: Introduction, Objectives, Fundamental soil-water relationship, Traditional

dewatering methods, Dewatering systems, Drainage-soil and filters permeability, filter criteria, drainage

layout, pumping systems, seepage control with Geosynthetics, Preloading and vertical drains, Electro kinetic

dewatering and stabilization. (12 Hrs.)

5. Physical and Chemical modification: Modifications by admixtures – Granular admixtures, Cement, Fly ash,

Lime and other chemical admixtures Grouting – Definition, Purpose, classification, Grouts and their

properties Grouting technique and controls, Thermal modification – Heating and freezing. (12 Hrs.)

6. Modification by inclusion and Confinement: Concept of soil reinforcement, History benefits, application,

areas, material, Toe back fill, reinforcement and Facing element, durability, Design principle, Design of

retaining wall. (10 Hrs.)


Eight question should be set and the student should answer any five question. One each from chapters 1 to 6 and Two

questions covering all chapter.

Reference Books:

1. Engineering principles of Ground modifications by M.R. Hausmann, Mc.Graw Hill Com. New Delhi.

2. Soil mechanics for Road Engineers by H.M.S.O.

3. Sub surface exploration and sampling of soils for Civil engineering purposes by Hvorslev M.J.

4. Foundation engineering by S.P. Brhama. Tata Mc. Graw Hill Com. New Delhi.

Foundation analysis and design by J.E. Bowles, Mc. Graw

2K11CE706 (d) REINFORCED SOIL STRUCTURES



Max Marks: 100

1. Reinforced Soil Structure: Historical back ground, Modern developments, Potential areas of use.

6 Hours

2. Principles of reinforced earth: Introduction Principle, Basic Concept, Effect of reinforcement on basic

mechanism involved in soil Components of reinforced structure. 8 Hours

3. Design Consideration: Introduction, Design consideration for retaining wall, Earth Embankments, Earth

Dams, Earth Slopes, Foundations, Pavements, RE for controlling and prevention of heave. 8 Hours

4. Materials: Introduction, Back fill materials, Reinforcement, Facing elements, Types, Functions, Physical

Properties, Laboratory testing procedures for all the reinforcing material. 9 Hours

5. Design of reinforced structures: Retaining wall (Internal and overall stability), Typical design of reinforced

embankments, slopes, foundations, pavements and retaining walls using metal strips, Geomembranes and

geo-grid, Soil nailing, Designs concepts in using software. 15 Hours

6. Construction Methods: Concertina method, Telescope method, sliding method, Reinforcing system, Rate

of Construction, Compaction, Logistics, Construction sequence, Construction details – Foundation, Drainage,

Facing, Reinforcement and reinforcement connection. 8 Hours

7. Case Studies of reinforced soil structures 6 Hours


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Eight Questions should be set and the student should answer any five questions. Set Four questions from Chapters

1,2,3,4. Two questions from Chapter 5, One question from chapters 6 & 7. one question (Short Notes form)

covering all chapters.

Reference Books:

1. Koerner, R.H. Designing with geosynthetics, Prentice Hall Inc, 1994.

2. Jones, C.J.E.P. Reinforcement and soild structures, Butterworth Publications, 1996.

3. Jewel, R.A. soil reinforcement with geotextiles, CIRIA, 1996.

4. Ingold, J.S. and Miller, K.S. Geotextiles hand book, Thomas Telford ltd, 1998.

5. Rankilor, P.R., Membranes in ground engineering, John Wiley and Sons, 1985

6. Current Literature.

2K11CE706 (e) PAVEMENT DESIGN



Max Marks: 100

1. Introduction: Types and component parts of pavement, factors affecting design and performance of pavements.

Highway and airport pavements. - 6 Hrs.

2. Subgrade and Climate: Function and significance of subgrade soil properties, various methods of assessment

of subgrade soil strength for pavement design. Causes and effects of variation in moisture content and

temperature; depth of frost penetration. - 10 Hrs.

3. Stresses and Deflection in Flexible Pavements: Stresses and deflection in homogenous masses. Burmister two

layer theory, wheel load stresses, various factors in traffic wheel loads. ESWL of multiple wheels. Repeated

loads and EWL factors, sustained loads, pavement behaviour under traffic loads. - 12 Hrs.

4. Flexible Pavement Design Methods for Highways and Airports: Empirical, semi-empirical and theoretical

approaches, development, principle, design steps, advantages and application of the different pavements design

methods including IRC-37: 2001 method. - 12 Hrs.

5. Stresses in Rigid pavements: Types of stresses and causes, factors influencing the stresses, general

consideration in rigid pavement analysis, ESWL, wheel load stresses, warping stresses, frictional stresses,

combined stresses. - 10 Hrs.

6. Rigid Pavements Design: Types of joints in cement concrete pavements and their functions, joint spacing,

design of slab thickness, design of joint detail for longitudinal joints, contraction joints and expansion joints.

IRC-58:2002 method of design. - 10 Hrs.



Reference Books:

1. Yoder and Witczak, principle of pavement design, 2nd Ed. John Wiley and sons, 1975

2. Khanna, S.K. and Justo C.E.G., `Highway Engineering’, Nemchand and Bros.

3. Relevant IRC Codes


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2K11CE706 (f) AIRPORT PLANNING AND DESIGN



Max Marks: 100

1. Introduction: Growth of air transport, airport organization and associations, Classification of airport,

airfield components, airport traffic zones and approach areas. - 6 Hrs.

2. Aircraft characteristics related to airport design: Components, size, turning radius, speed, aircraft

characteristics. - 6 Hrs.

3. Capacity and Delay: Factors affecting capacity, determination of runway capacity related to delay, gate

capacity, taxiway capacity. - 6 Hrs.

4. Airport planning and surveys: Airport location survey, traffic forecasting, Meterological survey, soil

survey, material survey, drainage survey, airport configuration, runway orientation. - 10 Hrs.

5. Airport Geometric Design: Runway length and width, sight distances, longitudinal and transverse grades,

runway intersections, Taxiways, clearances, aprons, numbering, holding aprons. - 12 Hrs.

6. Planning and Design of the terminal area: Operational concepts, space relationship and area requirements,

noise control, vehicular traffic and parking at airport. - 8 Hrs.

7. Airport grading and drainage: Grading of airport area, hydrology, Design of drainage system,

construction method, layout of surface drainage and sub-surface drainage system. - 8 Hrs.

8. Air Traffic Control and Aids: Runway and taxiway markings; day and night landing aids, airport lighting

and other associated aids. - 4 Hrs.

Question paper pattern

8 full Question are to be set, each carrying 20marks. Students shall answer five full questions.

Reference Books:

1. Robert horenjeff, `Planning and Design of Airport’, McGraw Hill book Co, 2nd Ed.

2. G. Glushkov, V. Babkov, Àirport Engineering’, Mir publisher, Moscow

3. Khanna Arora and Jain, Àirport Planning and Design;, Nemchand and Bros, Roorkee

4. Virendra Kumar and Satish Chandra, Àir Transportation Planning and Design’, Galgotia Publication

1999

2K11CE706 (g) ADVANCED R.C.C. DESIGN



Max Marks: 100

1. RCC structural system, Loads on structures, calculation of Dead, Imposed and Wind load on structures using

IS: 875. (6 Hrs.)

2. Design of one-way and two-way continuous slab system, transfer of the load from slab to beams. (8 Hrs.)

3. Continuous Beams: Pattern-loading use of co-efficient from IS 456 Design consideration including

redistribution of moments, design for flexure and shear. (8 Hrs.)


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4. Design for Torsion, Design of balcony, portico slab system, beam curved in plan. (8 Hrs.)

5. Multi storey structures: Introduction to space frame and plane frames, substitute frame method, Design of

portal frame for analysed data. (10 Hrs.)

6. Design of footings and columns under uniaxial and biaxial bending and detailing of beam column junctions.

(10 Hrs.)

7. Water retaining structures general requirements as per IS 3370, Design of water tanks on ground; circular and

rectangular tanks – fixed base and with different end conditions. Approximate and exact methods (using Part

IV-IS-3370) (10 Hrs.)

Note: (a) All designs shall be made using Limit state method except chapter 7 as per relevant BIS codes of Practice.

(b) All limit state designs shall be made using SP-16

(c) Detailing of reinforcement to be discussed at the end of each topic.


To set 6 Full Question consisting of theory and problem covering entire syllabus 25 Marks. To answer any 4 question

(of 25 Marks each)

Reference Books:

IS Codes and design Aids

1. SP: 16 Design Aids for reinforced concrete structures to IS: 456 – 2000, BIS, New Delhi

2. SP: 34-Hand book on concrete Reinforcement and detailing BIS: New Delhi

3. IS: 875-1987 (part 1 to 4) code of practice for loading standards

4. IS: 3370-2009 code of practice for concrete, structures for the storages of liquids

(a) Part I general requirements

(b) Part II Reinforced structures

(c) Part IV design tables.

5. Krishna Raju N. Advanced reinforced concrete design, CBS publishers, New Delhi

6. Verghese P. C. Advanced reinforced concrete design Prentice-Hall of India Pvt. Ltd. New Delhi

7. Ferguson PM., Breen, J. E & Jirsa, J. O. Reinforced concrete fundamentals, wiley and sons, New York.

8. Wang C K. & salmon C. G. reinforced concrete design, Harper & Row

2K11CE706 (h) THEORY OF ELASTICITY



Max Marks: 100

1. Introduction theory of elasticity vs, ordinary mechanics, concept of homogeneity, anisotropy, isotropy and

orthotropy. Generalized Hook’s law, ideal stress-strain diagram for rigid, plastic and viscous materials.

(10 Hrs.)

2. Notation for forces and stresses components of stresses and strain, plane stress and plane strain, principal

stress and strain, maximum shear stress, and Shear planes. Mohr’s circle of stress and strain, strain rosettes.

(10 Hrs.)

3. Differential equations of equilibrium, boundary conditions, compatibility equations and stress functions.

(10 Hrs.)

4. Two-dimensional problems in rectangular coordinates displacement and deformation, St. Venant’s principle

determination of displacements. (10 Hrs.)


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5. Bending of a cantilever loaded at the end and beam with uniform load, solution to problems using

polynomials. (8 Hrs.)

6. Two-dimensional problems in polar coordinates – governing equations, stress distribution symmetric about

and axis. (12 Hrs.)


To set 6 Full Question consisting of theory and problem covering entire syllabus 25 Marks

To answer any 4 question (of 25 Marks each)

Reference Books:

1. Timoshenko S. P. and Goodier J. N. Theory of Elasticity. McGraw Hill Publications.

2. Sadhu Singh, Theory of Elasticity, Khanna Publication.

3. T. G. Sitran & L. Govindaraju, Applied Elasticity, Interline Publication, Bangalore

4. Frocht, Photo Elasticity.

2K11CE706 (i) GROUND WATER ENGINEERING



Max Marks: 100

1. Ground Water hydrology: Types of aquifers, Darcy’s equation, coefficient of transmissibility, steady radial

flow into a well, well capacity, coefficient of permeability, well yield, well losses. (8 Hrs.)

2. Aquifer parameters Estimation: Aquifers parameter and estimation, well-function methods, copper Jacob

method, chow method, recovery method. (10 Hrs.)

3. Well Hydraulics: Steady unidirectional flow, Steady radial flow to well, well in uniform flow, unsteady

radial flow in unconfined and aquifers, well flow aquifer boundaries, multiple well system, well losses,

specification capacity and well efficiency. (12 Hrs.)

4. Water Wells: Different types, methods of drilling, shallow and deep wells, well development, yield test

pumping equipments, projection of wells. Identification of potential zone using remote sensing techniques,

recharge estimation with different models. (10 Hrs.)

5. Ground Water Models: Type of models: 1D, 2D flow models, Ground water management models,

management through artificial recharge, ground water pollution and aquifer remediation, transport

phenomenon. (8 Hrs.)

6. Regional ground water system: Ground water development – basin wise, inverse modelling, Gauss

Newton’s algorithm, Sensitivity analysis of regional groundwater draft, operation policies. (12 Hrs.)

Questions paper Pattern:

Instruction: Student has to two from answer Part – A and any five full question of the remaining selecting at least one

each part.

Part A compulsory covering the entire syllabus. 10 question to be set of 2 marks each

Part B: four question to be set of 16 marks each covering topics 1,2,3

Part C: four question to be set of 16 marks each covering topics 4,5,6,


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Reference Books:

1. Ground water Hydrolog – David K Todd

2. Groundwater Resources Evaluation – Walton

3. Hydraulics of groundwater – Jacob Bear

4. Groundwater – Freeze and Cheny

5. Groundwater R – H M Raghunath

6. Groundwater hydrology – Bouwer

2K11CE707 COMPUTER APPLICATION LAB


Class Marks: 25

Max Marks: 100

STADD-PRO and AUTO CAD

1. Draw the plan and cross sectional details of the residential school building and shoe the detailed plan,

elevation and cross sectional details of the building. (6 Hrs.)

2. Analysis to block level data and plot the longitudinal, cross section. (6 Hrs.)

3. Draw the plan and elevation of deck Slab Bridge. (6 Hrs.)

4. Analyse the following structures: a) Truss structures for axial forces (b) continuous beam (c) frame structures

for stress resultants and draw the bending moment and shear force diagram and comment on result of

STADD-PRO, (24 Hrs.)

Reference books:

1. Srinivasa Prakash Regalla “Computer- Aided Analysis and Design” I.K International Publishing House

Pvt.Ltd-2010

2. Damodar Maity “Computer Analysis of framed Structures” I.K International Publishing House Pvt.Ltd-2007

3. R.B.Choudary “Introduction to ANSYS 10.0 “I.K International Publishing House Pvt.Ltd-2009

2K11CE708 EXTENSIVE SURVEY PROJECT

Class Marks: 25

Max Marks: 100

Aim: To make the students familiar with the various types of fixed survey works for typical civil Engineering Projects,

such as Irrigation, Highway, Water supply and preparing plans using geodetic survey.

Surveying Projects work: by using necessary surveying methods and instruments, field survey work should be

conducted for the projects mentioned above over a duration of eighteen days.

Project Work: The survey data collected should be used to prepare necessary preliminary design of the projects. This

work as well as drawings should be done in regular class hours spending two hours on alternate week. The following

are the details of the projects for which survey should be conducted.

1. IRRIGATION PROJECT:

(a) NEW TANK PROJECTS: 5 days

i. Longitudinal and cross section of bund

ii. Block Leveling for waste weir

iii. Capacity contouring

iv. Irrigation canal alignment


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(b) RESTORATION OF TANK PROJECT: 2 days

i. Longitudinal and cross section of existing bund

ii. Block Leveling for waste water

iii. Capacity contouring

2. WATER SUPPLY PROJECTS: 4 days

(a) Collecting data on sources of water, sampling and analysis, population projection, demand of water.

(b) Conducting surveys for location of intakes, treatment plant site, distribution, reservoir, distribution

system.

(c) Carrying survey work for transmission main, longitudinal section and cross section.

(d) Block Leveling for treatment plant site.

(e) Plane Table & Leveling for distribution system.

(f) Design and drawings.

3. HIGHWAY PROJECT: 3 days

This work should include field survey work either for alignment of New Highway or modification to the

existing highway. These projects contain preliminary survey or alternate routes and final survey from various

highway design consideration.

Soil sample collection and testing soil samples at selected location should be collected for laboratory test to

find group index values, soil classification, CBR values, Bituminous mix design for pavement construction.

The drawings should include index plan, alignments of alternate proposals, longitudinal section of final

alignment, typical cross sections road and pavement selection details.

4. TRIGONOMERIC AND TRIANGULATION PROJECT: 4 days

This survey work includes accurate measurement of base line using precision instrument and observation of

horizontal and vertical angles at selected triangulation stations around the base line. These observations

should be used to calculate distance and levels between the selected trigulation stations. A drawing should be

prepared showing base line and location of all the triangulation station.

Finally a consolidated projects report should be prepared which includes all the above projects, Projected

Report to be submitted covering the entire work at the said date.

Pattern of Examination: Evaluation of projects report and viva voice Examination to be conducted by Two

Examiners.


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2K11 SCHEME

VIII SEMESTER

Sl

No


Duration of

Exam

Class /

Sessional

Marks

Exam

Marks


1. 2K11CE801 Fundamentals of Earthquake

Engineering

4 - 3 - 25 100

2. 2K11CE802 Estimation, Specifications & Costing 4 - 3 - 25 100

3. 2K11CE803 Pre – Stressed Concrete 4 - 3 - 25 100

4. 2K11CE804 Design & Drawing – Bridges 1 3 1 3 25 100

5. 2K11CE805 ELECTIVE – III 4 - 3 - 25 100

6. 2K11CE806 Environmental Engineering Lab 1 3 - 3 25 100

TOTAL

150 600

750

ELECTIVE: 2K11CE805

a) Professional Practice b) Industrial Waste Water Treatment

c) Environmental Impact Assessment d) Advanced Foundation Engineering

e) Pavement Evaluation and Management f) Water Power Engineering

g) Statistical Analysis in Hydrology h) Project Work

i) Elements of Soil Dynamics j) Environmental Geo techniques

k) Finite Element Method


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2K11CE801 FUNDAMENTALS OF EARTHQUAKE ENGINEERING



Max Marks: 100

1. Characteristics of free vibrations of elementary systems: Free undamped vibration, motion equation and

solution, initial conditions phase angle and natural frequency, periodic and harmonic motion. Free damped

vibration, motion equation and viscous damping. Critical damping, over damping and under damping,

logarithmic decrement. Numerical examples. (14 Hrs.)

2. Characteristics of forced vibrations of elementary systems: Forced undamped vibration, harmonic forces,

steady- state vibration and resonance, impulses and shock spectra, general loading, step forcing function

method Vs Duhamel’s integral. Forced damped vibration, Harmonic forces, steady - state vibration for

damped vibration, resonant and peak amplitude. Magnification factor, transmissibility and response to

foundation motion. Numerical examples. (14 Hrs.)

3. Earthquakes and their effects: Causes of earthquakes, effects of earthquakes on structures. Seismic waves,

measurements of earthquakes, earthquake characteristics, intensity, magnitude and amplitude parameters of

earthquakes. Characteristics of strong earthquake ground motions. Numerical examples. (12 Hrs.)

4. Earthquake response spectra for analysis and design: Response Spectra, Pseudo – spectra, spectra and

principal components Housner average design spectra, site dependent spectra. (8 Hrs.)

5. Earthquake forces: Background of lateral force procedures in building codes, effective earthquake force

and effective mass. Base shear and overturning moment, criteria for appropriate lateral force procedure,

vertical distribution of lateral force, provisions of IS: 1893 (Part-1) - 2002 and IS: 13920 – 1993 for buildings.

(12 Hrs.)


Students have to answer any five of the eight main questions, carrying 20 marks each.

Reference Books:

1. Franklin Y Cheng, Matrix analysis of structural dynamics, applications earthquake engineering, Marcel

Dekker Inc., New York , 2001

2. Mario Paz, Structural dynamics, (2nd Edition) CBS Publication, 1987

3. David Key, Earthquake design practice for building, Thomas Telford, London, 1988

4. Anil K Chopra, Dynamics of structures, (2nd Edition), Pearson education, 2001

5. Ray W Clough & Joseph penzien, Dynamics of structures, International Students ed 1985

6. S.K.Duggal, Earthquake Resistant Design of Structures, Oxford University Press, ed 2009

7. Pankaj Agarwal & manish Shrikhande, Earthquake Resistant Design of Structures, PHI Learning Private

Ltd., New Delhi.

8. Steven L. Kramer, Geotechnical Earthquake Engineering, Pearson education, 2004.


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2K11CE802 ESTIMATION, SPECIFICATION COSTING & ECONOMICS



Max Marks: 100

1. Estimating: Method of taking out quantities and working out costs of Civil Engineering works such as

building (Long wall, short wall and centre line method), R.C.C. structures, culverts, roads, small bridges,

septic tank, water storage tank, scooter parking shed. (30 Hrs.)

2. Specification: Drawing up of detailed specifications for several materials of construction such as sand, jelly,

cement, brick masonry, stone masonry, flooring works (red oxide, mosaic, marble and granite flooring).

R.C.C. plastering, water supply, Under ground drainage lines, revetment to earthen bund. (08 Hrs.)

3. Working out Data Rates: Rates for various works in the estimate such as masonry concrete, R.C.C. works

(Which includes RCC beam, Column with footing and roof slab), Mangalore tile roof, road work, plastering

painting, water supply and drainage work. (08 Hrs.)

4. Departmental procedures: Sanctioned estimate, modified estimate, revised estimate, administrative

sanction, technical sanction, organisation of P.W.D., NHAI, KRRDA, KRDCL, KSHIP, Original works,

repair works, types of estimates, work charges establishment, imprest amount, contingencies tools and plant

account, materials at site account. Methods of executing works, contract, tender, earnest money deposit.

Security deposit, suspense account, task work, stock taking, cashbook, schedule of rates and measurement

book. (08 Hrs.)

5. Use of computer programme in preparation of estimate and bill of quantities. (06 Hrs.)


Set 2 Question from Part A, 5 question from Part B. Question any one from Part A & any 3 from Part B.

Reference Books: 1. Estimating and costing in civil Engineering, theory & practice --- B. N. Dutta

2. Constructing planning, equipments and methods --- R. L. PEURIFEY

3. Text book of estimating & costing --- G. S. Birdi

2K11CE803 PRE-STRESSED CONCRETE



Max Marks: 100

1. Introduction: Basic concepts of presenting, historical development, advantages and disadvantages of pre-

stressed concrete, Terminology, Introduction to IS 1343 (recent Revision) (2 Hrs.)

2. Materials of pre-stressed concrete: Need for high strength concrete and steel, stress – strain characteristics

and properties of high strength concrete and high tensile steel. (2 Hrs.)

3. Presenting system: Introduction, tensioning devices, different systems of pre-stressing and their application,

tendon splices. (4 Hrs.)

4. Analysis of flexural members: Basic assumptions, Calculations of bending stress and resultant stress for

different load conditions by stress concept method, pressure Line or Thrust Line, Internal resisting Couple

and Load Balancing Concepts. (12 Hrs.)


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5. Losses of Pre-stress: Nature of losses of pre-stress in pre-tensioned and Post-tensioned Methods. (8 Hrs.)

6. Deflection of pre-stressed concrete members: Importance of Control Deflections, Factors influencing

deflections, Predictions of short deflection ad long term deflection of uncracked members, Requirements of

BIS Code of practice. (8 Hrs.)

7. Flexural strength of pre-stressed concrete members: Types of Flexural failure, Ultimate Flexure strength of

Pre-tensioned and post-tensioned PSC beams by simplified code procedures. (4 Hrs.)

8. Shear and Torsional Resistance of pre-stressed concrete members: Shear and Principal stresses, Types of

shear cracks, Ultimate shear resistance of PSC member, Design of shear reinforcement, shear and principal

stresses due to torsion, Combined bending moment, shear and torsion, design of reinforcement for bending,

shear and torsion. (8 Hrs.)

9. Transfer of pre-stress in pre-tensioned members: Transmission of pre-stress, transmission length, code

provisions for bond and transmission length. (2 Hrs.)

10. Anchorage zone stresses in post-tensioned members; Stress distribution on end block, Bearing stresses and

bursting tensile force in end blocks as per Rowe and IS methods, Design of end block using Rowe and Is

Methods. (4 Hrs.)

11. Design of pre-stressed sections: Minimum section modulus, Pre-stressing force & Eccentricity Limitation of

Pre-stress in long spans, Limiting zones for the pre-stressing force. (6 Hrs.)

Note: Use of IS 1343 (recent Edition) shall be illustrated in every topic.


To set 8 full questions consisting of theory and problems covering entire syllabus (each of 20 marks)

Answer any 5 questions of (20 marks each)

Reference Books:

1. N. Krishna Raju, “Pre-stressed Concrete” Tata McGraw – Hill Publishing Company Limited, New Delhi.

2. Lin T. Y. and H. Burs Ned, “Design of pre-stressed Concrete Structures:, John Wiley and Sons, New York.

3. Lin T. Y. “Pre-stressed Concrete Structures”, John Wiley and Sons, New York.

4. Arthur and Nelson

5. Libby J. R. “Pre-stressed Concrete – Design and construction”, The Ronald Press Company, New York.

6. IS 1343 (recent revision code of practice for Design of Pre-stressed Concrete Structures)

2K11CE804 DESIGN AND DRAWING – BRIDGES


Class Marks: 25

Max Marks: 100

1. Masonry Arch bridges: With straight and splayed wing walls 1+1 Sheet

2. Pipe Culvert 1 Sheet

3. Slab Bridge 1 Sheet

4. Beam and Slab Bridge (RCC) 1 Sheet

5. Composite bridge ( RCC slab on steel Girders) 1 Sheet

6. Box culvert 1 Sheet

7. Bearings-elastomeric bearings, pot bearings, rockers and roller bearings. 1+1 Sheet

8. Well and pile foundation 1 Sheet


To set 2 Question for 30 marks and 2 questions for 70 marks.

To answer any one question for 30 marks and any one question for 70 marks.


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Reference Books:

1. Johnson Victor, “Essentials of bridges Engineerings” Oxford & IBH Pub

2. Ponnuswamy, S, ” Bridge Engineerings” Tata-McGraw Hill Pub 1992

3. Aswini Vijirani & Ratwani “A design of concrete bridges “ Khanna pub 1993.

4. Krishnaraju “ Design of Brides” Tata-McGraw Hill Pub

5. M. A. Jayaram, “ Design of Bridge Structures” Prentice –Hall of India Pvt. Ltd, New

Delhi,2004

2K11CE805 (a) PROFESSIOANL PRACTICE



Max Marks: 100

1. Duties and Liabilities in Profession 6 Hours

2. Methods of Estimating and Cost Planning 6 Hours

3. Tenders – Types, Modes and Evaluation 12 Hours

4. Contracts – Types and Problems 12 Hours

5. Arbitration as Applied to building Contracts 6 Hours

6. Easements Laws 6 Hours

7. Units and Modes of Measurements 6 Hours

8. Elements of Valuation – Method and Techniques 6 Hours


Answer any five full questions out of 8 questions, each main question sub-divided to a and b sub-divisions, carrying

10 marks each, all questions carry equal marks.

Reference Books:

Professional Practice by Roshan H. Namavathy

2K11CE805 (b) INDUSTRIAL WASTE WATER TREATMENT



Max Marks: 100

1. Introduction, Industrial Pollutants, harmful effects of pollutants on streams and wastewater treatment plants,

Protection of Biosphere, Basic trends in Biosphere Protecting for Industrial wastes. Classification of industrial

waste waters, reduction of waste water strength and volume by various methods. 10 Hrs.

2. Treatment Methods – Equalization, neutralization, segregation, chemical precipitation, oxidation and

reduction, adsorption, ion exchange, solvent extraction, biological treatment methods; aerobic and anaerobic,

Ultimate disposal of waste on land or water, Methods of treating Industrial Sludge. 14 Hrs.

3. Computation of organic wastes on stream, Streeter – Phelps formulations, Thomas and Churchill methods,

thermal pollution, standards and legislation regarding water pollution control. 12 Hrs.

4. Process operations, pollution, characteristics and Purification procedures of following Industries-dairy, paper

and pulp, textiles, tanneries, sugar mills, brewery and distillery, Electroplating, radio active waste, petroleum

and refinery. 24 Hrs.


Answer any five of the eight main questions, to be set covering the entire syllabus.


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Reference Books:

1. Nelson Leonard Nemerow & Avijit Das Gupta (1993) “Industrial & Hazardous waste treatment”, Addision-

wesley publishing company, Inc. USa

2. Mahajan S. P. (1991), “Pollution control in processing Industries”, Tata Mc Graw hill publishing company

Limited, New Delhi.

3. Gurnham C. Fred (1965), “Industrial wastewater conrol”, Academic press inc, New York.

4. Ekenfelder W. Welsey, Jr (1989), “Industrial Water Pollution control”. Mc Graw hill book company, New

York.

5. Venugopala Rao P. (2002), “Text book of environmental Engineering:, Prentice Hall o India Private Limited,

New Delhi

6. IS: 2490-1982, Is: 3306-1974, IS: 3307-1977, IS: 7968-1976.

2K11CE805 (c) ENVIRONMENTAL IMPACT ASSESSMENT



Max Marks: 100

1. Objectives of EIA, Definitions, Need for EIA, origins of EIA-options in establishing EIA procedures. 4 Hrs.

2. Project screening of EIA – methods to select project for EIA practice, Scoping – Procedure for establishing

the term of reference for EIA, concerns and issues. 4 Hrs.

3. Planning and multidisciplinary team management conceptual approach for EIA studies-project management

framework-selection of study team leader, study approach, study management, report preparation, review.

6 Hrs.

4. Frame work for Environmental assessment, Description of Environmental Setting initial list of factors,

selection process, simple Methodologies. 6 Hrs.

5. Environmental media indices –air quality – water quality – noise- ecological sensitivity, other indices.

6 Hrs.

6. Prediction and assessment of impact of air Environmental, Surface water, soil and Ground water

Environment, noise, biological, social and socio economic environment case studies. 14 Hrs.

7. Evaluation of the alternatives and selection of the proposed action related to multi criteria decision making.

6 Hrs.

8. Public Participation on environmental Decision – making, objectives, levels of citizen participation, public

meetings, discussion of contentious issues, selection of a proposed action observations and principles.

6 Hrs.

9. Preparation on Environmental Impact Statement, preparation of the documentation to communicate the

findings, planning framework, technical writing non-technical summary, Reviews of EIS, scientific and

independent review, Examples. 8 Hrs.


Answer five full questions out of Eight main question, each questions carry 20 marks.

Reference Books:

1. Lary W. Cantel (1996) “Environmental Impact Assessment “ McGraw hill book company

2. Gerard Kiely (1998) “Environmental engineering” Mc Graw hill, International Edition.

3. John G Rau & David C Wooten. (1980_ “Environmental Impact Analysis Hand Book” McGraw hill

publications.


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2K11CE805 (d) ADVANCED FOUNDATION ENGINNERING



Max Marks: 100

1. General Requirements of Foundation: Types of shallow Foundations, Modes of shear Failures, Bearing

Capacity of Footing on Layered soils, Steps Involved in proportioning of footings. 12 Hrs.

2. Contact Pressure Under Footing: Contact Pressure Under rigid Rectangular Footing Strip foundation. Rigid

Circular Footing, and Principles of Footing Design. 12 Hrs.

3. Bearing Capacity from SPT, CPT and Plate Load Test, Building Codes, Safety Factors, In Foundation Design.

12 Hrs.

4. Types of Caissons, Bearing Capacity, Stress Distribution and Settlement, Design of drilled Caisson elements,

Forces in Drilled Caisson, Construction of Caisson. 14 Hrs.

5. Elementary Concepts of Foundations Subjected to Dynamic loading. 10 Hrs.


Eight Questions should be set and the student should answer five questions. Four questions from Chapters 1, 2, 3 and

Three questions from chapters 4, 5. One question (short Notes form covering all chapters).

Reference Books:

1. Foundation analysis and Design by J. E. Bowles 5th edition

2. Foundation design Manual by N. V. Nayak

3. foundation engineering by S. P. Brahma

2K11CE805 (e) PAVEMENT EVALUATION AND MANAGEMENT



Max Marks: 100

1. Introduction: Structural and functional requirements of Flexible and rigid pavements, pavement distress,

different types of Failures, causes and remedial measures. - 4 Hrs.

2. Pavement and surface conditions: Various factors affecting the surface condition, causes and remedial

measures to improve:

i. Pavement slipperiness

ii. Unevenness

iii. Ruts, potholes, cracks - 6 Hrs.

3. Evaluation of Surface condition: Methods of pavement surface condition evaluation by physical

measurements, by riding comfort and other measures, their applications, measurement of skid resistance,

unevenness, ruts and cracks. - 12 Hrs.

4. Condition of Pavement Structure: Factors affecting flexible and rigid pavement, Structural condition, effects

of sub-grade soil, moisture, pavement layers, temperature, environmental and Traffic on structural stability.

- 10 Hrs.

5. Evaluation of Pavement Structural Condition: Evaluation by non-destructive tests, Benkelman beam rebound

deflection, plate load tests, wave propagation and other methods. -14 Hrs.


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6. Overlay Design: Design of Flexible overlay over flexible pavement by Benkelman beam deflection method

and other methods as per IRC guidelines, design of rigid overlays, use of Geo-synthetics in pavement

overlays. - 10 Hrs.

7. Pavement Management System: Components of Pavement Maintenance Management system, Pavement

maintenance measures, planning and investment and selection of optimal pavement maintenance strategies

based on total life cycle cost. - 4 Hrs.



Reference Books:

1. Yoder and Witczak, `Principles of Pavement Design;,2nd Ed. John Wiley and sons

2. David Croney: `The Design and Performance of Road Pavements’, HMSO Publications

3. Ralph Hass and Ronald W. Hudson and John Zenkeiwki `Modern Pavement Management’, Kreiger Book

Co. Florida

2K11CE805 (f) WATER POWER ENGINEERING



Max Marks: 100

1. Introduction: Sources of Energy, Hydropower, and Estimation of Water Power Potential. 6 Hrs.

2. Load Curve: Load factor, Capacity factor, Utilization factor, Diversity factor, Load duration curve, Firm

power, Secondary power, Flow duration curve, Prediction of Load. 6 Hrs.

3. Classification of Hydroelectric Plants: Runoff River plants, Valley dam plant, Diversion canal plant. High

head, diversion plant, Storage and Pondage, storage plants, Reversible pump turbine. 10 Hrs.

4. Layout of a Hydroelectric Project: Various parts of the project, Intakes, types of intakes, Loss in Intakes-

Air entrainment at intakes, Inlet aeration, Canals Forebay, Tunnels, Classification of pen stokes, Economical

diameter of penstocks and Anchor blocks. 10 Hrs.

5. Water Hammer: Resonance in penstocks, Channel surges, Surge tank. 6 Hrs.

6. Turbines: Types, hydraulic features, draft tubes, cavitations, governing of turbines. 6 Hrs.

7. Power House Planning: - Surface Power Station. Power house structures. Power house dimensions, lighting

and ventilation, underground power house, components of underground power house. 10 Hrs.

8. Tidal Power: Basic principles-components, modes of generation, corrosion control, quality of concrete,

Economic feasibility. 6 Hrs.


9 question coming in the syllabus, students has to answer Question 1 (Covering full syllabus – 10 question to be set

of 2 marks each) & any five from the surveying 16 marks each.

Reference Books:

1. Water power Engineering : Barrows

2. Water power engineering- Dandekar and K N Sharma

3. Hydroelectric engineering handbook- Creager J Justin

4. Hydroelectric Engineering practice – volumeI, II and III – J. G. Brown

5. Current Literature & Journals


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2K11CE805 (g) STATISTICAL ANALYSIS IN HYDROLOGY



Max Marks: 100

1. Introduction: Definition, Probability concepts and distribution. Application of different distribution in

forecasting (normal, Poisson’s and log person I and II method) Annual series – partial series, intensity

duration – frequency curves – depth areas duration curves encounter probability. Goodness of fit, Gumbel,

Pearson and Log – Person distribution. 16 Hrs.

2. Curve fitting Covariance, Correlation and Regression 8 Hrs.

3. Random variables and their statistical properties 6 Hrs.

4. Modeling of hydrologic uncertainty – First order Markov Processes 6 Hrs.

5. Analysis of Hydrologic Time series, decomposition of model, auto correlation, correlograms, partial auto

correlation, spectral density functions, Stationary and non-stationary stochastic models. 12 Hrs.

6. Flood Estimation: empirical formula, recent development in hydrology, introduction to simulation

techniques. 12 Hrs.


9 question coming in the syllabus, students has to answer Question 1 (Covering full syllabus – 10 question to be set

of 2 marks each) & any five from the surveying 16 marks each.

Reference Books:

1. Statistical methods in Hydrology - C. T. Hann

2. Statistical methods in Hydrology – R. T. Clarke

3. Probability and statistics in Hydrology - Yevjevlch V

4. Applied regression Analysis - Draper Smith

5. Stochastic process in Hydrology - Yevjevich V.

6. Time series forecasting - Box and Jenkins.

2K11CE805 (h) PROJECT WORK

Hours / Week: 4 (at least) Exam: 3 Hours

Class Marks: 25

Max Marks: 100

The Project work to be taken up by the student should be related to any of the following areas:

1. Environmental Engineering

2. Highway Engineering

3. Geotechnical Engineering

4. Prestressed Concrete

5. Structural Engineering

6. Construction Technology

7. Water Resources Engineering

8. Earthquake Engineering

Project Report to be submitted covering the entire work done at the end of the semester.

Pattern of Examination:

Evaluation of project reports and via voice Examination to be conducted together by Two Examiners.


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2K11CE805 (i) ELEMENTS OF SOIL DYNAMICS



Max Marks: 100

1. Introduction: Static Loads, dynamic Loads, Free vibration, forced Vibration, Degree of freedom, Frequency,

Natural Frequency, Resonance, Amplitude, Period, Damping, Harmonic Loading, Earthquake Loading,

Vibration Measuring, Dynamic Absorbers. 10 Hrs.

2. Dynamic soil Properties: Introduction, Laboratory and Field Methods, factors affecting dynamic properties,

vibration inducing and measuring instruments. 12 Hrs.

3. Dynamic Bearing Capacity of shallow foundation: Introduction, Pseudo Static Analysis, Bearing capacity of

Footings, Settlements tilt and horizontal displacements. 12 Hrs.

4. Liquefaction of Soils: Introduction, Definition: Mechanism of liquefaction, evaluation of zone of

liquefaction, factors affecting liquefaction, mitigation of liquefaction. 10 Hrs.

5. General principle of Machine foundation design: Introduction, Types of machines and foundations, general

requirements of machine foundations, permissible amplitude, allowable soil pressure and permissible

stresses. 10 Hrs.

6. Vibration Isolation: Introduction, forces isolation motion, Isolation active and passive isolation. 6 Hrs.


Answer any five of the eight main Question (carrying 20 marks each), set to be covering the entire syllabus.

Reference Books:

1. Soil dynamics and machine foundation by Swami Saran, Golgatia Publication Pvt. Ltd., New Delhi, 2006

(text book)

2. Hand book of machine foundation by Srinivasulu and V A Aidyanathan, Tata McGraw Hill, New Delhi

3. IS 2974 (Part I) – 1982, Code of practice for design and construction of machine foundations.

2K11CE805 (j) ENVIRONMENTAL GEO -TECHNIQUES



Max Marks: 100

1. Production and classification of waste 10 Hrs.

2. General Environmental effects of Geotechnical Problems, Mitigative Measures and Soil Pollutant Interaction.

Waste Disposal Facilities. 10 Hrs.

3. Liners, Basic Concepts, Design and Construction. 10 Hrs.

4. Transport Phenomena, contamination, Ground Water and Seepage. 10 Hrs.

5. Monitoring of Surfaces Contaminations, Special Application and case studies. 10 Hrs.

6. Environmental significance of Geotechnical Processes and their consequences. 10 Hrs.



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Answer the five of the eight main Question are to be set covering the entire syllabus.

Reference Books:

1. Daniel D. E. (1993) ‘Geotechnical Practice for waste disposal’, Chapman and Hall , London,

2. Thick S. G. ‘Planning and Analysis of Tailing Dams’. Wiley (1979).

3. Proceedings of international Symposiums on Environmental Geo-technology (1986)

2K11CE805 (k) FINITE ELEMENT METHOD



Max Marks: 100

1. Introduction

Basic Concepts of Finite Element Method, Finite Element Formulation, Basic Equations for Elasticity

Problems 04 Hours

2. One- dimensional Elasticity Problems

One-dimensional static Analysis of a Stepped Bar, Formulation of Element Matrices, Assembly of Matrices,

Treatment of boundary conditions (Elimination approach, Penalty approach), Formulation of Load Vector

Due to Uniform Temperature Change , Analysis of Rotating Link, Length coordinates for One-dimensional

linear Elements, Problems 10 Hours

3. Analysis of Truss

Formulation of Element Matrices, Formulation of Element Equations, Problems 10 Hours

4. Analysis of Beams

Derivation of Shape Functions, Formulation of Element Matrices and Equations , Evaluation of Element Load

Vectors, Calculation of Bending Moment, shear Force and Flexural Stress, System Equations, Essential and

Natural Boundary conditions, Stiffness Matrix For an Inclined Beam , Plane Frame Element , Problems

12 Hours

5. Two-Dimensional Problems of Elasticity

Plane Stress (Material property Matrix), Plane Strain (Material property Matrix), Displacement Equations,

Element Matrices, Element Equations, Formulation Using Natural Coordinates, Axisymmetric Stress

Analysis (Strain-Displacement Relationship, Constitutive Relationship, Element Stiffness Matrix, Element

Equations) Problems 12 Hours

6. High Order Elements

Two-Dimensional four Node Quadrilateral Element, Nine-node Quadrilateral Element, Six-node Triangular

Element, Higher Order Isoparametric Elements, Numerical Integration: Gauss

Quadrature, Numerical Integration for the Evaluation of Element Matrices, Problems 12 Hours


Answer the five of the eight main Question are to be set covering the entire syllabus.

Reference Books: 1. G.Ramaurty -Applied Finite Element Analysis- I K International-Finite-2010

2. S.Bhavikatti. - Element Method Analysis- I K International-Finite-2011

3. C.S.Krishnamoorthy Finite Element Analysis (Theory and Programming)

4. T.R.Chandrupatla and Belegundu Introduction Of Finite Elements In Engineering

5. S.R.Rajesekaran Finite Elements In Engineering design- Printice Hall of India

6. Madhujit Mukyopadhyay and Abdul hamid Sheikh Matrix and Finite Element Analysis Of Structures


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2K11CE806 ENVIRONMENTAL ENGINEERING LAB


Class Marks: 25

Max Marks: 100

1. Determination of alkalinity, Acidity, pH.

2. Determination of Total Solids, Fixed Solids Volatile Solids suspended Solids and Settable Solids.

3. Determination of Dissolved Oxygen, BOD, COD.

4. Determination of Total Hardness, Calcium and Magnesium Hardness.

5. Determination of Chlorides, Residual Chlorides, Chlorine demand and precent age of available chlorine in

bleaching powder.

6. Determination of Iron, Manganese, Sodium.

7. Turbidity determinations and optimum dosage of coagulant.

8. Demonstration Respirable air sample and stack monitoring, Automobile exhaust analysis, Industrial emission

analysis, Ambient air quality analysis, Solid waste analysis.

9. Total count test and MPN determination, microbiological analysis.

10. Analysis using precision instruments – Analysis of parameters should be carried out by conventional methods

and by following precision instruments – atomic Absorption Spectrometer (AAS) < X-Ray fluorescence

Spectrophotometer, Fourier, transform infrared Spectrophotometer, Chemiluminescence detector, Gas

Chromatograph, Total Organic Carbon (TOC) Analyzer, Flame Photometer, Polargraphic Analyzer, Scoxhlet

Apparatus, paper tape sampler, duct fall bucket, Cascade impactor, Flame Ionization Detector, Filter

photometre, U – V and visible range photometr, electron Microscope specific Iron meter, Ambient air quality

Analyzer.

Reference Books:

1. Sawyer and Mc Carty, “Chemistry for Environmental Engineering”

2. Manual of Water and Waste Water Analysis – NEERI publication.

3. Standard Methods for Examination of Water and Waste Water-American Publication associates, Water

Pollution Control Federation, American Water works Association.

uvce 2k11 scheme ce syllabus

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