ccc-syllabus (1,2,3,4 years)-civil

8/3/2019 Ccc-syllabus (1,2,3,4 Years)-CIVIL

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SCHOOL OF CONTUNING AND DISTANCE EDUCATION

JAWAHARAL NEHRU TECHNOLOGICAL UNIVERSITY

COURSE STRUCTURE FOR B.TECH. (CCC)

CIVIL ENGINEERING

I YEAR

S.NO CODE Subject Credits

1 C1BSO1 Mathematics I 8

2 C1BS02 Mathematics II 8

3 C1CS12 Programming and Data Structures 8

4 C1CE01 Mechanics of Solids 8

5 C1EM01 Electrical and Mechanical Technology 8

6 C1CE02 Surveying 8

7 C1CE03 Surveying Field Work 4

8 C1CS13 Computer lab 4

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B.Tech.(CCC) I/1V YEAR

C1 BS01 - MATHEMATICS-I

(common to All Branches)

UNIT-I :

Sequences - Series - Convergence and divergence - Ratio test - Comparison

test - Integral test - Cauchy's root test - Raabe's test Absolute and conditional

convergence. Rolle's theorem - Lagrange's Mean Value theorem - Cauchy's

Mean value Theorem - Generalized Mean Value theorem (Taylor's Theorem)

UNIT-II :

Functions of several variables - limit and continuity - partial differentiation

-Chain rule - Total derivative - Euler's theorem, Jacobian - Functional

dependence. Maxima and Minima of functions of two variables with and without constraints, Radius, Center and Circle of Curvature - Evolutes and

Envelopes.

UNIT-III :

Curve tracing - Cartesian, polar and parametric curves. Applications of

integration to lengths, volumes and surface areas in Cartesian and Polar

coordinates.

UNIT-IV :Differential equations of first order and first degree - formation. Exact, linear

and Bernoulli. Applications to Newton's Law of cooling, Law of natural

growth and decay, Orthogonal trajectories, Non-homogeneous linear

differential equations of second and higher order with constant coefficients

with RHS term of the type eax, sin ax, cos ax, polynomial in x, e V(x), x V(x),

method of variation of parameters.

UNIT-V :

Laplace transforms of standard functions - Inverse transform - Linearity -firstshifting Theorem. Transforms of derivatives and integrals - Unit step function

- second shifting theorem - Dirac's delta function - Differentiation and

integration of transforms Multiple integrals: Double and triple integrals

-change of variables Change of order of integration.

UNIT-VI :

Vector Differential Calculus: Gradient, Divergence, Curl and their related

properties of sums, Products, Laplacian and second order operators. Vector

integral Calculus: Vector integration - Line integral - work done -Potentialfunction - area, surface and volume integrals. Green's theorem, Stoke's and

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B.Tech. (CCC) I/IV YEAR

C1 BS 02 - MATHEMATICS - II

UNIT IFormation of Partial differential equations by elimination of arbitrary constants

and arbitrary functions - solutions of standard first order equations of type I, II,

III and IV. Solution of one-dimensional heat equation, one-dimensional wave

equation and two-dimensional Laplaces equation by the method of separation

of variables.

UNIT II

Fourier integral theorem- Finite and infinite Fourier Transform Inverse

Transforms Solution to initial boundary value problems. Z Transforms. Inverse Z Transforms. Simple Properties solution of differences

equations.

UNIT III

Complex functions Continuity differentiability Analyticity Cauchy

Reiman Equations in Cartesian and polar coordinates. Harmonic and Conjugate

harmonic functions.

UNIT IVElementary functions and their properties of Sin Z, Cos Z, ez, log Z, Cosh Z,

Sinh Z. Line integral Cauchys Integral Theorem Cauchys Integral formula

derivative of analytic functions Taylors and Laurents Series. Zeroes and

Poles,

UNIT V

Residue- Residue theorem Evaluation of standard real integrals Argument

principle Rouches theorem and Fundamental theorem of algebra.

Conformal mapping of function Z

n

, Sin Z, Cos Z, e

z

, log Z.Bilinear Transformation.

UNIT VI

Numerical Methods-I:

Iterative methods, bisection, Regula false position, Newton-Raphson.

successive approximation methods. Solution of linear simultaneous algebraic

equations Gauss Jordan and Gauss Seidels methods.

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UNIT VII

Numerical Methods-II:

Interpolation. Forward differences backward differences and central

differences. Interpolation Methods. Least square approximation of functions Linear regression Polynomial regression.

UNIT VIII

Numerical Methods-III:

Numerical interpolation by Trapezoidal and Simpsons 1/3 and 3/8th rules

Numerical solution of differential equations by Eulers method Runge

Kutta methods Milnes predictor Corrector methods.

Recommended Text Books1. Iyengar, Krishna Gandhi A Text Book of Engineering Mathematics

Vol 2 Revised edition 2004, S. Chand.

2. Engineering Mathematics by B.V,. Ramana, TMH, Second Edition

2004.

3. Engineering Mathematics-II by C. Sankaraiah, Vijaya Publication

2002.

4. Numerical Methods by S.S.Sastry, Prentice-Hall.

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C1 CS12 - PROGRAMMING AND DATA STRUCTURES

UNIT-I : Computer awareness -- qualitative treatment onlyComputers : Capabilities , types of computers , Application areas , functional

block diagram , central processing unit , functions of ALU and control unit in

CPU. Microprocessors CIRC/RISC processor. Address word , RAM , ROM

cache memory, associate memory. Magnetic disc , tape , floppy , optical disc,

address bus , data bus. Functions of I-O devices , key board , mouse , light

pen , printers , monitors , plat panel display unit. Machine language , assembly

language , high level language. Compiler , assembler , operating system , types

of operating systems , number system algorithm , flow chart.

UNIT-II : Computer programming in C I :

Basic structure of C program. C tokens , data types , variable declaration ,

assigning values , operators in C , expressions , evaluation , input-output

operations , IF and SWITCH statements , WHILE , DO-WHILE and FOR

statements , C programs covering all the above aspects.

UNIT-III : Computer programming in C-II :

String variables in C , declaration , reading , writing , functions in C , user

defined functions , category of functions , string handling functions , nesting offunctions , recursion , variables and storage classes , structures , arrays , unions

, pointers , C programs covering all the above aspects.

UNIT-IV : Computer programming in C-III :

File management in C , opening , closing , reading , writing , and I-O

operations on files , file copy program , string I-O in files , detecting errors in

reading / writing , C programs covering all the above aspects.

UNIT-V : Introduction to Graphics in C :Text mode Vs Graphics mode , text in graphics mode , drawing lines , various

geometric figures , filling using simple graphics functions in C.

UNIT -VI

One dimensional and multi-dimensional arrays, initialization, application,

applications, program examples. Single linked list, double linked list, header,

circular list, applications program examples.

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UNIT -VII

Stacks, representation, infix, postfix and prefix programs, recursion, recursion

in C, applications of stacks. Queues, representation queues, circular queues

applications, program examples.

UNIT -VIII

Binary tree, representation, tress traversals. Graph, representation graph

trasversals, spanning trees. Searching techniques. linear and binary search

methods.

Sorting method exchange sort, selection sort, quick sort, tree sort, C programs.

Text Books:

1. Programming in ANSI-C: E. Balaguru Swamy, TMH

2. Numerical Methods: V.Rajaraman

Reference Books :

1. Computer and commonsense : Shelly & Hunt / PHI

2. Programming in C : D.Ravichandra / New age

3. Programming in C: Schaum series

4. Let us C : Yeshwant Kanetkar

5. Mastering Turbo C : Stankelly Bootle / BPB6. Numerical Methods : V.Rajaraman

7. Introduction to Computers: P.Radhakrishna / Hi-Tech.

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C1 CE01 - MECHANICS OF SOLIDS

UNIT I

a) Principal stresses and Principal Planes: Stresses on two mutually

perpendicular planes Normal stress and tangential stresses _ Principal

stresses and Principal planes and their direction - Mohrs circle

Determination of stresses on any plane, Principal planes; and principal

stresses. Principal strains Mohrs circle for principal strains.

b) Theories of Failure: Principal stress theory Principal strain theory

Principal strain energy theory Maximum shear strain energy theory, max

shear stress theory.

UNIT II

Thick Cylinders and Wire wound thin cylinders Lames equation Hoop

stress and radial stress Compound Cylinders Shrink fir pressure Wire

wound cylinders Design of thick cylinder by various theories.

UNIT III

a) Torsion End: Torsion of compound section Non-circular sections -

Torsional constant Transmission of H.P combined bonding and torsion

Design of shafts by various theories.

b) Springs: Open coiled and carriage springs Open coiled springs axial load

and axial moment.

UNIT IV

a) Beams Curved in Plan: Ring beams supported on 4,6 and 8 columnsfor symmetrical loading.

b) Shear Centre: Shear center for various standard sections.

c) Unsymmetrical bending: Centroidal principal axes of a section

Moments of inertia referred to any set of rectangular axes Graphical

methods for locating principal axes. Resolution of bending moments

into two components axes through the centroid Stresses in beams

Location of neutral axis Deflection of beams under unsymmetrical

bending.

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UNIT V

a) Analysis of Pin-jointed plane and space Trusses: Method of sections

for plane frames Tension coefficient method for plane frames Tension coefficient method for space frames.

b) Eccentrically loaded columns Rankines empirical formulae

Secant formulae Laterally loaded columns.

TEXT BOOKS:

Mechanics of Solids by Dr.B.C.Punnaia

Mechanics of Solids by Vazrani & Ratwani

Mechanics of Solids by L.S.Srinath

Mechanics of Solids by Jindal.

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C1 EM02 - ELECTRICAL & MECHANICAL TECHNOLOGY

PART - A

ELECTRICAL TECHNOLOGY

I. DC Machines: Principles of operation of DC Generator emf equation

types DC motor types torque equation applications three point

starter.

II. Transformers: Principles of operation of single phase transformers emf

equation losses efficiency and regulation.

III. AC Machines: Principles of operation of alternators- regulation by

synchronous impedance method principle of operation of induction

motor slip torque characteristics applications.

IV. Instruments: Basic Principles of indicating instruments permanent

magnet moving coil and moving iron instruments.

PART - B

MECHANICAL TECHNOLOGY

V. Welding processes: Introduction to welding classification of welding

processes, Oxyacetylene welding equipment, welding fluxes and filler

rods, Gas cutting. Introduction to arc welding Manual metal arc welding.

Submerged arc welding, TIG and MIG processes, soldering and brazing

Importance, comparison and applications.VI. Description and working of steam engines and steam turbines (Prime

movers)- impulse and Reaction turbines. Description and working of I.C.

Engines 4 stroke and 2 stroke engines comparison Gas Turbines

Closed and open type gas turbines.

VII.Reciprocating Air compressors description and working of single stage

and multistage reciprocating air compressors inter cooling.

Transmission of power; Belt, Rope, Chain and gear drive-simple

problems.

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VIII. Block diagram of a vapour compression refrigeration

system. Names of common refrigerates. Basic principles of air-

conditioning. Room and General air conditioning systems Ducting

Different types of ventilation system. Earth moving machinery and

Mechanical handling equipment bull dozers - power showels Excavators concrete mixer Belt and bucket conveyers.

TEXT BOOKS:

1. Electrical Technology by B.L. Theraja, S. Chand Publishers.

2. Introduction to Electrical Engineering M.S. Naidu & S.

Kamakshaiah, TMH

3. Mechanical Technology by Khurmi.

4. Mechanical Technology by Kodandaraman C.P.

5. Construction Planning; Equipment and Methods Purify.

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C1 CE02 - SURVEYING

UNIT I - Theodolite Survey

1. Theodolite Component parts Temmporary

adjustment Measurement of Horizontal and vertical angles

Miscellaneous operations with theodolite.

2. Traverse survey with theodolite methods of

traversin-closed traverse check-traverse-computations Gales Traverse

table.

3. Omitted measurements problems Permanent

adjustment of transit theodolite.

4. Trigonometrical levelling Calculation of

elevations and distances of objects accessible and inaccessible problems.

UNIT II - Tacheometry

1. Tacheometry Principles of stadia method of tacheometry for

horizontal sights and inclined sights Distance and elevation formula for

staff vertical and normal problems

2. Tacheometry Principle of subtense method (Movable hair

method) Vertical base observation Horizonatal base substance

measurement; subtense bar-problems Tacheometric tables.

UNIT III - Curves

1. Curves Simple curves definition Elements of simple curves

setting out simple curves by linear and angular methods problems.

2. Curves Obstacies to the location of simple curves problems compound curves setting out compound curves.

3. Transition curves Requirements Super elevatin Equilibrium

Cant-cant deficiency Centrifugal ratio Calculation of length of

transition curve Equation of ideal transition curve Characteristics of

transition curves Calculation of deflection angles Computations and

setting jout transition curves.

4. Reverse curves vertical curves types of vertical curves length of

vertical curve computations and setting out a vertical curve-problems.

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UNIT IV - Geodetic Surveying

1. Geodetic surveying Triangulation Classification of Triangulation

systems Triangulation figures triangulation survey operations

Problems on intervisibility and height of triangulation stations

Trigonometrical levelling Geodetical observations Refraction and

curvature corrections Axis signal correction Determination of

difference in elevation by single and reciprocal observations problems.

2. Base line corrections Satellite station Reduction to center

problems.

3. Triangulation Adjustment.

UNIT V

1. Hydrographic surveying Soundings Methods of locating

soundings Three point problem.

2. Photographic surveying Terrestrial photogrammetry Photo

Theodolite Definitions calculation of horizontal and vertical angles from

terrestrial photograph Elevation of point by photographic measurement

problems Stereo photogrammetry.

3. Study of Modern surveying instruments like a) Laser level 2)Electronic Thedolite 3) EDM 4) Total station.

4. Aerial photogrammetry Definitions Scale of vertical photograph-

computation of length of a line between points of different elevation from

vertical

Photographic measurements Determination of flying height Relief

displacement problems Flight planning Plotting the survey form

vertical photographs.

5. Principles of Remote sensing, concept of Electromagnetic spectrum,spectral signatures for Land, Soil and water bodies, active and passive

Remote Sensing, Tyh ermal Infrared and Microwave region utilities;

Indian Remote sensing Satellite sensors and their spatical and spectral

Resolutions, FCC and interpretation key for land use and water bodies

mapping.

BOOKS:

1. Principles of Remote Sensing by Paul Curran.

2. A Text Book of Surveying Vol I and II B.C. Punmia

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3. A Text Book of Surveying Vol I and Vol. II : T.P.

Kanetkar.

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C1 CE03 - SURVEYING FIELD WORK

1. Study of theodolite in detail practice for measurement of horizontal

and vertical angles.

2. Measurement of horizontal angles by method of repetition

3. Measurement of horizontal angles by reiteration

4. Heights and distance problem.

5. Determination of distance between inaccessible points.

6. Determination of elevation of given object keeping the instrument

station and object in the same vertical plane.

7. Heights and distance using Principles of tachometric surveying.

8. Curve setting

9. Setting out works.

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C1 CS13 - COMPUTER LAB

1. Write a C program to evaluate the following series. Assume suitablevalues for x.

Y = 1+x2/2! + x4/4! + x66! + .upto 10 terms

2. Write a C program to obtain the product of two matrices A of size (3x3)

and B of size (3x2). The result matrix C is to be printed out along with A

and B. Assume suitable values for A & B.

3 Write C procedures to add, subtract, multiply and divide two complex

numbers (x+iy) and (a+ib). Also write the main program that uses theseprocedures.

4 Write a function that will scan a character string

passed as an argument and convert all lower case characters into their

upper case equivalents.

5 Write C program to find the root of the equation

x3/4x+a=0 to 3 significant digits

using Newton-Raphson method.

6. Write C program to implement linear regression.

7. Write C program to implement Gauss Jordan method.

8. Write C program to implement Gauss Seidal method.

9. Write C program to evaluate the integral

S = f

10. Write C program to solve the following differential equation using

Runga-Kutta forth order method.

Dy/dx = x2+y2, y(0) = 1, Solution required for a>x>0

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COURSE STRUCTURE FOR B.TECH. (CCC)

CIVIL ENGINEERING

II-YEAR

S.NO Code Subject Credits

1 C2HS01Economics, Accountancy &

Management8

2 C2CE01 Fluid Mechanics 8

3 C2CE02 Structural Analysis 8

4 C2CE03 Geology & Concrete Technology 8

5 C2CE04 Structural Engineering 8

6 C2CE05 Geo-technical Engineering 8

7 C2CE06 Geology Lab 4

8 C2CE07 FM & HM Lab 4

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B.TECH. (CCC) II/IV YEAR

C2 HS01 - ECONOMICS, ACCOUNTANCY AND MANAGEMENT

(Common to all branches)

UNIT I:

Nature and Scope of Managerial Economics- Demand Analysis Demand

concepts. Determination of Demand- Elasticity of Demand Forecasting.

UNIT II:COST ANALYSIS- Cost concepts, Viz, Fixed and Variables costs, average

and marginal costs, Explicit and implicit costs, out of pocket, costs and

imputed costs, opportunity Costs-break even analysis.

A) Capital-Estimation of Capital Requirements-sources of Finances and

Methods of raising finances.

B) Forms of business Organization- Features of proprietary partnership and

joint stock companies.

UNIT III:

INTRODUCTION TO CAPITAL BUDGETING-Methods of Capital

Budgeting, namely pay back and discounted cash flow methods (simple

problems)

UNIT IV:

PREPARATION OF FINANCIAL STATEMENTS- Analyzing and

Interpretation of financial statements through Ratio Analysis (simple problems)

UNIT V:

CONCEPTS OF MANAGEMENT: Organization and Administration-Functionof management-Principles of Management Organization structure.

UNIT VI:

INTRODUCTION OF FUNCTIONAL AREAS OF MANAGEMENT:

Production-Personnel Marketing-Finances.

A) Basic Function of personnel Department-Manpower planning- job

evaluation and merit rating.

B) Marketing Consumer Orientation- Marketing Functions Marketing

Mix-channels To civil of distribution Advertising.

UNIT VII:

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NETWORK ANALYSIS: PERT And CPM- application of network techniques

to engineering problems.

UNIT VIII:Resource Allocation- cost Analysis, project crashing, and computer application

in project Planning.

TEXTBOOKS:

1. Managerial Economics- Varshney and Maheswari S.Chand and Sons.New

Delhi.

2. Financial Management1.Khan and Jain 2. Prasannachandra.

REFRENCE BOOKS:1. A.R.ARYASRI Management Science TMH, 2005

2. A.R.ARYASRI Management Economics & Financial Analysis

3. Managerial Economics by Varshney & Maheswari, S.Chand &

Sons, New Delhi.

4. Industrial Engineering & Management by O.P.Khanna, Dhanpat Rai

& Sons, Meerut.

5. Financial Accounting by Maheswari & Maheswari, 4th Edition, VikasPublications, New Delhi.

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B.Tech. (CCC) II/IV YEAR

C2CE01- FLUID MECHANICS

1. INTRODUCTION :

Cursory Revision of properties of Fluids Viscosity, Bulk modulus, Vapour

Pressure and Surface Tension. Hydrostatics : Absolute and Gauge Pressure,

Differential and Micro manometers, Hydrostatic force on curved bodies,

stability of Floating and Submerged bodies, Metacentric height.

2. KINEMATICS :

Fluid Flow concepts, Tangential and normal accelerations, velocity potential

and stream function, Flow net, Application to problems in Fluid Mechanics.

3. FLUID DYNAMICS:

Dynamics of Ideal Fluids, - Eulers Equation, Energy Equation, Energy

Correction factor, Momentum Equation, Momentum Correction Factor.

4. APPLICATION OF ENERGY EQUATION :

Flow Measurement Pitot Tube Elbow Meter, Trapezoidal Notch, Velocity of

approach, End Contractions, Ventilation of Weirs.

5. PIPE FLOW:

Flow through pipes Reynolds Experiment, Laminar, Transition and

Turbulent Flows, Pipes in series and parallel, Branching of pipes, Flow

between parallel plates, Laminar Flow through pipes, Turbulent Flow, Smooth

and Rough pipes.

6. OPEN CHANNEL FLOW :

Definition, Types of flow, Velocity Distribution, Energy and Momentum

Correction Factors, review of Chezy, Mannings and Bazin Formulae foruniform flow, conditions for most economical sections. Specific Energy,

Critical depth, applications to channel transitions.

7. HYDRAULIC SIMILTUDE :

Dimensional Analysis, Fundamental dimensions and units, homogeneous

equations, Rayleighs method, Bucklingham Theorem. Hydraulic Models,Geometric, Kinematic and Dynamic Similarities, Froudes, Reynolds Mach,

Weber and Eulers Numbers Model and Proto type relations.

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8. BOUNDARY LAYER THEORY :

Development of Boundary layer on Flat Plate, expressions for local and mean

drag coefficients, thickness of boundary layer, separation of boundary layer,

skin friction drag, total drag 2 and 3 dimensional bodies. Lift and Circulation

lift on cylinder with uniform flow and circulation, Theoretical and actual liftcoefficients Aerofoil coefficients of drag and lift.

TEXT BOOKS :

1. Hydraulics, Fluid Mechanics and Hydraulic Machine by DR. P. N.

Modi and S.M. Seth

2. Fluid Mechanics, Hydraulic and Hydraulic Machines by K.R. Arora

3. Hydraulic Machinery and systems by Banga and Sarma.

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C2 CE04 - STRUCTURAL ANALYSIS

1. SLOPES AND DEFLECTIONS:

Introduction Bending into a circular are Relation between curvature, slope

and deflection Double integration method Macaulays method Cantilever

and simply supported beams subjected to different loadings Moment Area

method Mohrs Theorems I and II Applications to cantilever, simply

supported and overhanging beams (including variable section) for finding

slopes and Deflections conjugate beam method.

2. PROPPED BEAMS :

Concept of statical indeterminancy Rigid and elastic props Calculation of

reaction, S.F., B.M., slope and deflection in propped beams Sketching of S.F

and B.M.D

3. FIXED BEAMS :

Fixed end moments and support reactions M and M

1

diagrams Determinationof S.F., B.M., slope and deflection in Fixed beams subjected to different

loadings Location of points of contra flexure Sketching of S.F.D and

B.M.D Solution of 4th order deflection Effect of difference in support

levels.

4. THEOREM OF THREE MOMENTS :

Introduction to continuous beams Clapeyrons Theorem of three moments

Analysis of continuous beams up to 3 spans including settlement of supports Sketching of S.F and B.M. diagrams.

5. MOMENT DISTRIBUTION METHOD :

Development of method Relative stiffness, stiffness factor, carry over factor

and distribution factor. Analysis of continuous beams including settlement of

supports Non sway and sway analysis of portal frames (single bay and

single storey) Points of contraflexure Sketching of S.F and B.M diagrams.

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6. SLOPE DEFLECTION METHOD :

Slope deflection equations Analysis of continuous beams including

settlement of supports Analysis of simple portal frames with and without side

way sketching of S.F. and B.M diagrams.

7. KANIS METHOD :

Introduction to Kanis rotation contribution method Rotation factor, rotation

contribution, displacement factor and displacement contribution Analysis of

continuous beams including settlement of supports Analysis of simple portal

frames with different columns heights subjected to vertical and horizontal loads

Application of single bay multi storeyed frame sketching of S.F and B.M.

diagrams.

8. ENERGY METHODS :

Strain energy Castigilianos Theorems I and II Determination of slopes and

deflection in cantilever and simply supported beams Analysis of redundant

pin jointed plane frames for stresses (up to 2 degree indeterminacy) Unit load

method Lack of fit Temperature stresses Deflections of pin jointed

perfect plane frames.

REFERENCE BOOKS :

1. Analysis of Structures by Ramamrutham

2. Analysis of Structures by Vazrani and Ratwani

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C2 CE03 - GEOLOGY & CONCRETE TECHNOLOGY

1. INTRODUCTION :

Branches of Geology Scope of each branch their relevance to CivilEngineering. Academic and applied importance of Geology. Rock weathering

Physical, Chemical and biological weathering products of weathering

Weathering of granites Engineering importance of weathering. River as a

Geological Agent. Its importance in Engineering Geology.

2. MINERALOGY & PETROLOGY:

Definition of crystal, mineral, mineral ; Different physical properties of

minerals. Study of the physical properties of the following minerals : Quartz,

Amethyst, Flint, Agate, Josper, Opal, Orhtoclase, Microcline, Albite,Labradorite Augite, Hornblende, Olivine, Muscovite, Biotite, Garnets, Talc,

Chlorite, Kyanite, Hematite, Magnetite, Bauxite, Galena, Calcite, Pyrolusite,

Barytes, Gypsum, Asbestos, Graphite.Definition of rock Geological

Classification of rocks to Igneous, sedimentary and metamorphic types their

distinguishing physical characters.

i) Igneous Rocks : Simple Classification of Igneous rocks Structure of

igneous rocks like, sills and dikes and pesicular structures, Textures of

igneous rocks.Megascopic descriptive study of chief rocks such as granite,

Gabbro, dolerite, basalt, pegmatite and syenite, Charnockite, pumice andobsidian.

ii) Sedimentary Rocks : Classification of sedimentary rocks based on mode of

formation i.e., residula, mechanical, chemical and organic. Common structures

of sedimentary rocks. Megascopic descriptive study of chief sedimentary rocks

such as sandstone, shale, limestone, conglomerate, braccia and laterite.

iii) Metamorphic Rocks : Agents of metamorphism; Types of metamorphism;

common structure of metamorphic rocks like gneissose, schistose, Granulose

cataclastic and maculose.Megascopic descriptive study of chief rocks likequartzite, Marble, slate, Gnesis Schist and Khondalitte.

3. STRUCTURAL GEOLOGY & STRATIGRAPHY : Stratification Dip,

strike, outcrop outlier inlier, overlap, domes and basins. Common types of

folds, faults, joints and unconformities along with their sketches their

importance from civil engineering point of view. Principles of stratigraphy

and correlation. The geological time scale : Classification of geological record

of India Imperfection of Geological record; study of major stratigraphical

units of India like Archaeans, Cuddapahs, Vindhyans, Gondwanas and Deccan

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traps with their chief rocks and economic importance A note on building

stones and mineral wealth of Andhra Pradesh.

4. ENGINEERING GEOLOGY :

a) Dams and Reservoirs : Study of sites for dams and reservoirs based on Geological requirement. Such as lithology

structure and ground water conditions.

b) Tunnels : Geological consideration in

tunneling through major types and structures of rocks.

c) Earth quakes: Types, causes and geological

effects of earth quakes, precautions for safety of Civil Constructions in

seismic areas, seismic belts of the world.

d) Ground water: Water table and water

bearing rocks, acquires, aquifuges and acquicludes; artesian spring wellsand perched water. Geological studies in the selection of places to tap

ground water.

5. CEMENT,ADMIXTURES AND AGGREGATES : Portland Cement

Chemical Composition Hydration, setting and Fineness of Cement structure

of Hydrated Cement influence of the compound composition and properties

of cement Tests of Physical properties of cement consistency, setting time,

soundness and strength tests types of cements Admixtures : Accelerators

and Retarders. Classification of Aggregate Coarse and fine Aggregates Particle shape and Texture Bond and strength of Aggregate Specific

Gravity Bulk density porosity and Absorption Moisture content of

Aggregate Bulking of sand sieve analysis Grading curves Fineness

Modulus Grading requirements.

6. FRESH CONCRETE : Mixing types of mixtures, transportation, placing

compaction of concrete, workability Factors affecting workability

Measurement of workability slump test, compaction factor test, flow test,VeBee Test, effect of time, temperature on workability segregation and

Bleeding.

7. HARDENED CONCRETE : Water / Cement Ratio Abrahams Law Get

Space-ratio. Effective Water in the mix strength in tension and compression-

Griffiths hypothesis-influence of coarse aggregate on strengths of concrete,

relationship between compressive and tensile strengths, curing of concrete

steam curing influence of temperature on strength of concrete, creep and

shrinkage durability. Compression tests on cubes and cylinders Factors

affecting strength-stress strain curve Flexure test Splitting test Variation

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in test result distribution of strength standard deviation coefficient of

variation.

8. PROPORTIONING OF CONCRETE MIXES A.C.I method and B.I.S

method, factors in the choice of mix proportions on strength. Relation betweenmean and minimum strengths effect of Durability, workability max. sizes

of aggregate and grading and type of aggregate Aggregate/Cement Ratio

mix proportion and weights per batch-method of calculations by absolute

volume combining aggregates to obtain a type grading.

TEXT BOOKS :

1. Text Book of Engineering Geology by Dr. N. Chenna Kesavulu.

2. Engineering And General Geology by Parbin Singh.

Reference Books:

1. Introduction to Geology of India by M.S. Krishnan

2. A Text Book of Engineering Geology by R.B. Gupta.

TEXT BOOKS OF CONCRETE TECHNOLOGY :

1. Properties of Concrete by A.M. Neiveli

2. Concrete Technology by S.M.K. Chetty

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C2 CE04 - STRUCTURAL ENGINEERING

1. INTRODUCTION: Provisions of IS code 456-1978- working stress

method of design-Analysis and design of L and T sections- Design ofcontinuous beams and slab- Design of T-beam floor slab Reinforcement

details Design of columns IS code provisions - eccentrically loaded

columns.

2. FOOTING AND FOUNDATIONS Isolated and combinedfootings rectangular and trapezoidal footings Reinforcement details

Raft foundations Design problem Pile foundation design of piles and

pile caps reinforcement details.

3. RETAINING WALLS Types and their design principles Cantilever and counterfort retaining walls Design principles

Reinforcement details Design of water tanks resting on the ground

circular and rectangular Principles of design of foundation

Reinforcement details.

4. INTRODUCTION TO LIMIT STATE METHOD OF DESIGN Characteristic strength of materials and loads Partial safety factors

Limit state of collapse Singly reinforced and doubly reinforced

rectangular sections Analysis and design Limit state of design of

flanged beams Reinforcement details Limit state of serviceability and

cracking.

5. WELDED CONNECTIONS Types of welds permissible stresses Design of welded connection design connections Beam to Beam

connections Beam to column connections Joints in shear and joints in

bending.

6. PLATE GIRDER Design considerations Economic span Design of cross section Curtailment of flange plates Riveted

connections - Flange splicing Design of stiffness - plate girder example.

7. GANTRY GIRDER Principles of design types of trusses loading design of pin jointed roof trusses design of purlins.

8. OVER HEAD STEEL TANKS Design and detailing of structuralsteel tanks Circular steel tanks with hemispherical bottom pressed steel

tanks design of staging and foundation design examples.

Text Books:

RCC by Dr.P.Dayaratnam

Advanced Reinforced Concreteby N.Krishna Raju.

Concrete Structuresby Vazirani and Ratwani

Steel Structures by Arya and Azmam

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Steel Structures by Dr.P.Dayaratnam


C2 CE 05 - GEOTECHNICAL ENGINEERING

1. ORIGIN AND FORMATION OF SOILS soil structure and claymineralogy physical properties of soils Weight (mass) Volume ratios

inter relationships index properties Tests for their determination

Classification of soils.

2. PERMEABILITY AND SEEPAGE: Darcys law Permeability laboratory and field determination factors affecting capillarity total

neutral and effective stresses Quicksand condition Laplace equation

solution by flow nets uses of flow nets.

3. STRESS DISTRIBUTION AND COMPACTION: Boussinesqsand Westergards theories of stress distribution in soils Newmarks

influence chart Mechanism of compaction proctors and modified

proctors tests factors affecting effect of compaction on soil properties

field compaction control.

4. TYPES OF SOIL SETTLEMENT primary consolidation stresshistory of soils calculation of primary consolidation settlement

Terzaghis one dimensional consolidation theory (derivation not needed)

coefficient of consolidation methods of determination.

5. EFFECTIVE STRESSES quick sand phenomenon shearstrength of soils Mohr- Coulomb theory types of strength tests

drainage conditions shear strength of cohesionless soils and cohesivesoils factors affecting - Modified strength envelope Skemptons Trail

wedge method, Callmans graphical method for cohesionless soil.

6. FOUNDATIONS: Bearing capacity of shallow foundations Settlement of shallow foundations Immediate settlement of footings in

semi-infinite soil strata Skempton and Bjerruns corrections to

consolidation settlement permissible settlements IS consolidation

settlements permissible settlements IS code provisions

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7. PILE FOUNDATIONS: types load Carrying capacity by staticformulae dynamic formulae pile load tests pile group load-carrying

capacity.

8. SUBSOIL EXPLORATION Methods of soil exploration typesof soil samples Soundings geophysical methods Methods of boring

and sampling Plate load test Planning of exploration programme

depth and spacing of bore holes bore logs Report writing.

Slope Stability: Infinite and finite slopes Factors of safety Types of

failures Swedish arc method standard method of slices Taylors

stability number Factors of safety with respect to cohesion and friction

True factor of safety.

Text Books:

1. Gopal Rajan and ASR Rao Basic and Applied soil

Mechanics Wiley Eastern Pvt. Ltd.,

2. VNS Murthy Soil Mechanics and Foundation engineering

(Fourth Ed) Saikrapa Tech. Consultants.

Reference Books:

R.F.Craig, Soil Mechanics, (ELBS Edition), Pitman.

J.E.Bowles, Foundation Analysis and Design 2nd ED., Mc Graw-Hill

Publishing Co.

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C2 CE06 - GEOLOGY LAB.

1. Study of physical properties and identification of minerals referred under

theory.

2. Megascopic description and identification of rocks referred under theory.

3. Interpretation and drawing of sections for geological maps showing tilted

beds, faults, uniformities etc.

4. Simple Structural Geology problems.


C2 CE07-FLUID MECHANICS AND HYDRAULIC MACHINERY LAB.

1. Calibration of Venturimeter & Orifice meter

2. Determination of Coefficient of discharge for a small orifice by a constant

head method.

3. Determination of Coefficient of discharge for an external mouth piece by

variable head method.

4. Calibration of contracted Rectangular Notch and /or Triangular Notch

5. Determination of Coefficient of loss of head in a sudden contraction and

friction factor.

6. Verification of Bernoullis equation.

7. Performance and suitability test on single stage centrifugal pump

8. Performance test on reciprocating pump

9. Impact of jet on vanes

10. Performance and Specific speed test on Peltonwheel (or Turbo Wheel)

11. Performance and specific speed test on Francis Turbine (or Kaplan

Turbine)

12. Study of Hydraulic jump.

13. Performance test on multi stage pump

14. Suitability test on centrifugal pump

Any eight of the above experiments are to be covered.

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COURSE STRUCTURE FOR B.TECH. (CCC)CIVIL ENGINEERING

III YEAR

S.No. CODE Subject Credits

1 C3CE01 Environmental Engineering 8

2 C3CE02 Limit State Design 8

3 C3CE03Hydraulics Machinery and open

channel Hydraulics8

4 C3CE04 Advanced Structural Analysis 8

5 C3CE05 Transportation Engineering 8

6 C3CE06 Water Resourses Engineering 8

7 C3CE07 Geo-technical Engineering Lab 4

8 C3CE08 Transportation Engineering Lab 4

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B.Tech. (CCC) III/IV YEAR

C3 CE01 - ENVIRONMENTAL ENGINEERING

1. IntroductionMan and environment impact of man on environment ecology and eco

systems population explosion health and environment social and

preventive medicine Epideomology, immunity, occupational health water

and air pollution episodes.

2. Water Demand

Per-capita consumption factors affecting Per-capita consumption Design

period population forecasting industrial demand fire demand

fluctuations in consumption sources of water surface and surface sources suitability with reference to quality and quantity Intakes - reservoir intake

river intakes, lake intakes, location of intakes.

3. Quality of Water

Impurities in water and their importance Drinking water standards physical,

chemical bacteriological and radiological characteristics protected water

supply schemes.

4. Water TreatmentSedimentation settling velocity surface loading design of sedimentation

tanks chemical precipitation jar test design of coagulation-flocculation

systems clarifier and clariflocculator Filtration slow sand, rapid sand and

pressure filtration.

5. Distribution of Water

Pumps and pumping selection of pumps economical diameter of pump

main suitability of different pipe materials, pipe specials gate, check,

pressure relif and air relif valves hydrants methods of distribution type ofsupply service reservoirs computation of capacity of service reservoirs by

mass curve design of pipes pipe networks equivalent pipes Hardy-cross

method.

6. Dry and Water Carriage Systems of Sanitation

Separate and combined systems computation of dry weather flow and storm

water flow design of sewers running partially full Sewer Appurtenances:

Manholes, drop manholes, lampholes, ejector pumps, flushing

tanks inverted syphons street inlets storm water relif works

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construction of sewers laying and testing of sewers sewage

pumps sewer maintenance.Plumbing water connection and storage traps water closets washbasins

sinks water tubs geysers etc. types of plumbing septic tanks and soak

pits.

7. Characteristics of Sewage

DDSS, BOD, COD, ThOD disposal of sewage land treatment and disposal

by dilution oxygenation curves disposal into oceans.

Sewage treatment screening, skimming, grit removal, neutralization and

equalization secondary treatment by attached growth processes oxidation

ponds/ lagoons Anaerobic digestion and their designs.

8. Air PollutionDefinition primary and secondary pollutants sources of air pollutants

global effects of air pollution Green house effect acid rains heat islands

ozone holes effect on art-treasures effects of SPM, SO2, No2 and CO on

man, material and vegetation control/removal of particles from flue gases

solid waste treatment sanitary land filling.

TEXT BOOKS :

1. Water supply and sanitary Engineering by G.S. Birdi

2. Air Pollution and Control by H.V.N.Rao and M.N.Rao.

REFERENCE BOOK :

1. Water and Waste Water Technology by Mark J Hammar and Mark J.

Hammar Jr.

2. Water and Waste Water Technology by Steel

3. Water and Waste Water Engineering by Fair Geyer and Okun

4. Text book of Environemental Engineering by P. Venugopal Rao (PHI)

5. Waste water Engineering by Metcalf and Eddy.

6. Unit operations in Environmental Engineering by R. Elangovan and

M.K. Sasutharam (Newage)

7. Waste Water Management by KVSG Murali Krishna

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C3 CE02 - LIMIT STATE DESIGN

UNIT I

Introduction Materials, Constituents of concrete, recommendation of IS 456

2000, grades of concrete, static theory, design constants; singly reinforced

beam.

UNIT II

Introduction of Limit State Design : Concepts of limit states Basic statistical

principles Characteristic loads Characteristic strength Partial load and

safety factors representative stress-strain curves for cold worked deformed

bars and mild steel bars.

Assumption in limit state design stress - block parameters limiting moment

of resistance

UNIT III

Beams : Limit state analysis and design of singly reinforced, doubly

reinforced, T and L beam sections.

UNIT IV

Shear, Torsion and Bond : Limit state analysis and design of section for shear

and torsion concept of bond, anchorage and development length, I.S. code

provisions.

Design examples in simply supported and continuous beams, detailing.

UNIT V

Short and Long columns under axial loads ,uniaxial bending and biaxial

bending Braced and un-braced columns I S Code provisions.

UNIT VI

Footings : Different types of footings Design of isolated, square, rectangular

and circular footings.

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UNIT VII

Design of 2-Way slabs,one way slab, continuous slab Using I S Coefficients .

UNIT VIII

Limit state design for serviceability for deflection, cracking and codal

provision.

TEXT BOOKS :

1. Limit state theory and design of reinforced concrete by

Dr.S.R.Karve and Dr.V.L.Shah.

2. Reinforced concrete design by D.Menon.

REFERENCE BOOKS :

1. Reinforced Concrete Design by Chu-Kia wan and charales G.

Solmon (Varghees).

2. Reinforced Concrete Structural Elements Behaviour,

Analysis ;and Design by P. Purushothaman

3. Reinforced Concrete Fundamentals by Phil M. Fergnson

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C3 CE03 - HYDRAULIC MACHINERY AND

OPEN CHANNEL HYDRAULICS

1. BASICS OF HYDRAULIC MACHINES:

Hydrodynamic force of jets on stationary and moving flat, inclined and curved

vanes, jet striking centrally and at tip velocity triangles at inlet and outlet,

expressions for work done and efficiency Angular momentum principle

applications to radial flow turbines.

2. HYDRAULIC MACHINERY:

Elements of typical hydropower installation Heads and efficiencies Classification Pelton Wheel Francis turbine Kaplan turbine draft tubes

types. Governing of turbines racing surge tanks, unit and specific turbines

unit speed unit quantity unit power specific speed performance

characteristics Geometric similarity Model testing Cavitation.

3. CENTRIFUGAL PUMPS :

Classification pump installation details conversion of velocity into pressure

classification work done Manometric Head minimum starting speed loss

of head at non design discharge specific speed multistage pumps pumpsin parallel model testing performance characteristics N P S H cavitation

printing, pump troubles and remedies.

4. BASIC CONCEPTS OF OPEN CHANNELS: Introduction, types of

channels, types of flows in open channels. Geometric properties of various

sections, Velocity and pressure distribution, Velocity distribution

coefficients, effects of slope on pressure distribution.

5. UNIFORM FLOW: Chezys equation, Darcy-Weisbach friction factor,Mannings formula, Factors effecting Mannings roughness coefficient,

Equivalent roughness, Channels of compound section, Conveyance of a

channel section, section factor for uniform flow, Channels of first and

second kind; Hydraulically efficient channel sections rectangular,

trapezoidal, triangular and circular, Hydraulic exponent N, compound

sections, Composite roughness.

6. CRITICAL FLOW IN OPEN CHENNEL: Energy in open channel,

flow, Specific energy features; Criterion for critical state of flow, Criticaldepth in rectangular, triangular, trapezoidal and circular channels; section

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factor, Hydraulic exponent M, Momentum in open channel flow-specific

force.

7. GRANDUALLY VARIED FLOW: Types of non uniform flow,

Dynamic equation Governing equation for wide rectangular channels;Surface Profiles classifications, characteristics; Control sections,

Transitional depth; Length of surface profiles Standard step method

Direct integration methods Bresses method, Tolkmitt method,

Bekhmeteffs method, Chows method.

8. VARIED FLOWS: Hydraulic jump-application of momentumequations; Types of jump, Location of jump, Characteristics of jump

in rectangular channels; Dimensionless method; Jump on sloping

floor, Oblique jump. Basic Principles and assumptions, Dynamicequation for flow with increasing and decreasing discharge; Analysis

of flow profiles. Transitions humps, flumes, gradual and sudden

transitions.

Text books

i. Open channel Hydraulics V.T. Chow, McGraw

Hill book company

ii. Flow in open channels K.Subramanyam TMHPublishing Co. Ltd.

iii. Flow through open channels K.G.Ranga RAju,

THM Publishing Co. Ltd.

iv. Open Channel Hydraulics French R.H. Mc Graw

Hill book Company.

v. Open Channel flow Hanif Chaudhary. M, Printice

Hall of India Pvt. Ltd.

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C3 CE04 - ADVANCED STRUCTURAL ANALYSIS

1. MOMENT DISTRIBUTION METHOD: Application to theanalysis of portal frames with inclined legs and gable frames.

2. STRAIN ENERGY METHOD: Application to the analysis ofcontinuous beams and simple portal frames.

3. APPROXIMATE METHODS: Analysis of multistoried frames by(i) Substitute frame method (ii) portal frame method and (iii)

Cantilever method.

4. INFLUENCE LINES: Influence line diagrams for Reaction,Shearing force and Bending moment in case of determinate beams and

Influence line diagrams for member forces in determinate trusses

application of influence line diagrams.

5. FLEXIBILITY METHOD: introduction to the structural analysis byflexibility concept using Matrix approach and application to

continuous beams and simple grids.

6. STIFFNESS METHOD: Introduction to the structural analysis bystiffness concept using Matrix approach and application to continuous

beams and simple grids.

7. BEAMS ON ELASTIC FOUNDATION: Introduction Sub grademodulus and stiffness Analysis of simple beams resting on semi

infinite elastic medium and estimation of shear force and Bending

moment.

8. PLASTIC ANALYSIS: Introduction Idealized stress straindiagram shape factors for various sections Moment curvature

relationship ultimate moment Plastic hinge lower and upper

bound theorems ultimate strength of fixed and continuous beams.

References:

1. Advanced Structural Analysisby Vazrani.

2. Analysis of structures Vol II by Vazrani and Ratwani.

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3. Analysis of structuresby Prof.P.Dayaratnam

4. Advanced Theory of structuresby Timoshenko

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C3 CE05 - TRANSPORATION ENGINEERING

UNIT 1 :Highway planning and development in India Classification of roads, Nagpur

road plan, second 20 years road plan, 1981 2001 Road plan Road patterns

Preparation of master plan.

UNIT 2 :

Highway Geometric design design of Horizontal alignment, Super elevation

horizontal curves, Transition curves. Highway Geometric design Cross

sectional elements, Sight distances. Highway Geometric Design Vertical

alignment : Gradients vertical curves.

UNIT 3 :

Traffic Engg. Scope, Traffic studies volume, speed; speed and delay, Origin

and Destination, capacity and Accident studies.Traffic Operations and control

Design of Intersections, Design of Rotaries, rade separated intersections.

UNIT 4 :

Highway materials subgrade soils Test : Mineral aggregates Tests; High

way material Bituminous materials Tests; Design of flexible pavements Design factors, Flexible and Rigid pavements, Design of Flexible methods

Group Index & CBR method.

UNIT 5 :

Design of Rigid pavements Wheel load and temperature Stresses,

Design of joints Construction and Expansion of joints (elementary treatment

only)

UNIT 6 :Highway construction Earth, Gravel and WBM Roads, Highway construction

Bituminous roads Surface treatment, Penetration and premix methods.

Highway construction Rigid pavements Construction of joints.

UNIT 7 :

Soil stabilization Technique Mechanical, Cement, Lime and Bituminous

methods Principles and Construction technique. Highway economics

highway users benefits, costs, cost benefit analysis : Highway Financing.

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UNIT 8 :

Airport Historical developments Classification of Airports Components

of an air port General layout of Airport : ICAO, PAA standards Aircraftcharacteristics various characteristics and their influence on the planning of

Airports.Selection of site for airports Airport obstruction Geometric design

wind rose diagram Runway and Taxiway design standards. Runway and

Taxiway making and lighting system. Run way length correction ICAO, FAA

standards.Terminal area various elements design principles. Airport

drainage importance types.

Books For Reference :

1. Highway Engineering - S.K. Khanna and CE.J. Justo

2. Highway Engineering - S.P. Bindra

3. Airport Engineering and Design - S.K. Khanna and Arora

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C3 CE06 - WATER RESOURCES ENGINEERING

1. Introduction & Crop Water Requirements:Necessity and importance of Irrigation Advantages and ill-effects of

irrigation, types of irrigation methods of application of water to

crops Indian agricultural soils methods of improving soil fertility

preparation of land for irrigation standards of quality for irrigation.

Principal Indian crops their water requirements crop seasons

duty, delta and base period factors affecting duty Irrigation

efficiencies field capacity readily available moisture estimating

depth and frequency of irrigation on basis of soil moisture regime

concept crop relation.

2. Ground Water Hydrology

Ground water occurrence types of aquifers, types of wells

porosity, specific yield, permeability, transmissibility and storage

coefficient, steady state discharge of a fully penetrating well in

confined and unconfined aquifers assumptions involved.

3. Diversion Works

Types of Head works storage and diversion works layout andcomponent parts of diversion head works functions and design

criteria of different components, parts silt excluders and ejectors.

Design of weirs and barrages on permeable foundations causes of

failure and remedial measures design of impervious floor by Blighs

and Khoslas theories use of Khoslas formulae for computing key

point pressures and exit gradient.

4. Irrigation Canals

Classification of canals design of silt transporting canals byKennedys and Laceys theories different canal sections balancing

depth of cutting canal lining canal falls classification, design

criteria, head regulator, cross regulator, irrigation outlets modular

and non-modular cross drainage works classification, design

principles.

5. Reservoir Planning

Types of reservoirs investigations for reservoir planning selection

of site for a reservoir zones of storage in a reservoir yield and

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demand mass curve and capacity of a reservoir estimation of life

of a reservoir.

6. Dams

Dams and their classification merits and demerits of various types ofdams physical factors governing selection of type of dam selection

of site for a dam forces acting on gravity dam types of failure and

stability requirements principal and shear stresses elementary

profile and practical profile of a low dam limiting height of a low

gravity dam stability analysis of a gravity dam drainage gallery

and construction joints.

7. Earth DamsTypes of classification causes of failure of earth dams criteria for

safe design of earth dam phreatic line seepage flow seepage

control design criteria for failure.

8. Spillways

Types of spillways ogee, side channel, siphon, shaft, chute design

of ogee spillway emergency spillways types of spillway gates.

Types of hydraulic jump jump height and tail water rating curves

types of stilling basins selection of types of energy dissipaters basedon different conditions stilling basin appurtenances

TEXT BOOKS:

1. Irrigation and Water Power Engineering:.B.C.Punmia, Pande B.BLal

2. Irrigation and Hydraulic Structure: R.K.Sharma

3. Theory and Design of Hydraulic Structures: Varshney, Gupta &Gupta

4. Irrigation Engineering and Hydraulic Structures: Garg

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C3 CE07 - GEOTECHNICAL ENGINEERING LABORATORY

1. Specific gravity and sieve analysis

2. Hydrometer analysis

3. Liquid limit test

4. Plastic limit and shrinkage limit tests

5. Compaction test

6. Permeability test

a. Constant head permeability test

b. Variable head permeability test.

7. Field Density

a. Core cutter methodb. Sand Replacement method

8. Triaxial Compression Test (Demonstration)

9. Direct Shear test

10. Consolidation test (Demonstration)

Reference : 1. Measurement of Engineering properties of Soil by

E.S.Reddy and K.R.Sastri New age publications.


C3 CE08-TRANSPORTATION ENGINEERING LABORATORY

I. ROAD AGGREGATES:

1. Aggregate Crushing value

2. Aggregate Impact Test.

3. Specific Gravity and Water Absorption.

4. Attrition Test

5. Abrasion Test.

II. BITUMINOUS MATERIALS :1. Penetration Test.

2. Ductility Test.

3. Softening Point Test.

REFERENCES:

1. Laboratory Manual in Highway Engineering by Ajay K. Duggal and Vijay

P. Puri (Newage)

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B.Tech. (CCC) IV/IV YEAR

45

COURSE STRUCTURE FOR B.TECH (CCC)

CIVIL ENGINEERING

IV YEAR

S.No. CODE Subject Credits

1 C4CE01 Pre-stressed Concrete 8

2 C4CE02 Advanced Structural Engineering 8

3

Elective I

8

C4CE20 Construction Management, Technology &

Heavy Machinery

C4CE21 Industrial Water & Waste Water Treatment

And Air pollution

C4CE22Hydro Power Engineering

C4CE23 Architecture & Town Planning.

4

Elective II

8

C4CE24 Environmental Management

C4CE25 Ground Improvement Techniques

C4CE26 CAD

C4CE27 Transportation Planning and Design

5 C4CE03 Planning and Design of Buildings 8

6 C4CE04 Environmental Engineering Lab 4

7 C4CE05 Concrete Technology Lab 4

8 C4CE04 Project 16


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C4 CE01 - PRESTRESSED CONCRETE

UNIT I

INTRODUCTION: Historic development General principles of prestressing

pretension and post tensioning Advantages and limitations of prestressed

concrete Materials High strength concrete and high tensile steel their

characteristics.

UNIT II

I.S.Code provisions, Methods and Systems of Prestressing; Pre-tensioning and

post tensioning methods Analysis of post tensioning - Different systems of

prestressing like Hoyer System, Magnel System Freyssinet system and Gifford

Udall System.

UNIT III

LOSSES OF PRESTRESS: Loss of prestress in pre-tensioned and post-tensioned members due to various causes like elastic shortage of concrete,

shrinkage of concrete, creep of concrete, Relaxation of steel, slip in anchorage

bending of member and frictional losses.

UNIT IV

Analysis of sections for flexure; Elastic analysis of concrete beams prestressed

with straight, concentric, eccentric, bent and parabolic tendons.

UNIT V

DESIGN OF SECTIONS FOR FLEXURE AND SHEAR: Allowable stress,

Design criteria as per I.S.Code Elastic design of simple rectangular and I-

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section for flexure, shear, and principal stresses design for shear in beams

Kern lines, cable profile.

UNIT VI

ANALYSIS OF END BLOCKS: by Guyons method and Mugnel method,

Anchorage zone strusses Approximate method of design Anchorage zone

reinforcement Transfer of prestress pre-tensioned members.

UNIT VII

Composite section: Introduction Analysis of stress Differential shrinkage General designs considerations.

UNIT VIII

DEFLECTIONS OF PRESTRESSED CONCRETE BEAMS: Importance of

control of deflections factors influencing deflections short term deflections

of uncracked members prediction of long term deflections

.TEXT BOOKS:

1. Prestressed Concrete by Krishna Raju

2. Prestressed Concrete by Ramamrutham

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C4 CE02 - ADVANCED STRUCTURAL ENGINEERING

1. Deck Slab BridgesIntroduction to R.C.Bridges different types of bridges economic span

length IRC loading and other code provisions Effective width

method of analysis Working stress design and detailing of deck slab

bridges for IRC loading.

2. T-Beam Bridges

Introduction wheel load analysis BM in the slab Pigauds theory

Analysis of longitudinal girders by Courbones theory Working stress

design and detailing of R.C T-beam bridges for IRC loading.

3. RCC ChimneysIntroduction general design consideration working stress design of RC

circular chimneys principles of design of foundations.

4. Over Head RCC Tanks

Design of domes working stress design and detailing of overhead

circular and rectangular RCC tanks including staging - working stress

design and detailing of various components of RCC Intz type of tank

excluding staging.

5. Plate Girder Bridges

Introduction to steel bridges Deck and through type bridges Indianstandard railway loading code provisions structural design and

detailing of plate Girder Bridge.

6. Truss Bridge

Structural design and details of simple steel bridge for railway loading for

bridges.

7. Steel Chimneys

Structural and detailing of steel chimneys including foundations.

8. Over Head Steel Tanks

Design and detailing of structural steel tanks rectangular, circular withhemispherical bottom pressed steel tanks Foundations.

Reference Books

1. Design of Bridges: D.J.Victor.

2. Concrete Structures: Vazirani & Ratwani.

3. Steel Structures: Arya & Azmam.

4. Advanced Reinforced Concrete Design: N.Krishna Raju.

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C4 CE20 - CONSTRUCTION MANAGEMENT, TECHNOLOGY &

HEAVY MECHINERY

( ELECTIVE - I)UNIT I

BUILDING BYLAWS AND REGULATIONS:

Introduction Terminology Objectives of building by laws Floor area ratio

(FAR) Floor space Index (FSI) Principles underlying building bylaws

classification of buildings Open space requirements built up area

limitations Height of Buildings Wall thickness lighting and ventilation

requirement.

UNIT II

RESIDENTIAL BUILDINGS:

Minimum standards for various parts of buildings requirements of different

rooms and their grouping characteristics of various types of residential

buildings.

UNIT III

PUBLIC BUILDINGS:

Planning of Educational institutions, hospitals, dispensaries, Office buildings,

banks, industrial buildings, hotels and motel, buildings for recreation.

UNIT IV

PLANNING OF CONSTRUCTION PROJECTS:

Scheduling and monitoring Bar chart CPM and PERT Network planning

computation of times and floats their significance.

UNIT V

NETWORK ANALYSIS:

Updating of Network Crashing for optimum cost Resources leveling and

Resources allocation.

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UNIT VI

CONSTRUCTION EQUIPMENT:

Cost of owning and operation Estimation of outputs of power showels,

Bulldozers, Trucks and other earth moving equipment - Belt Conveyors

functioning Earth compaction equipment. Equipment cost ownership cost

operating cost for bidding, bey rent or lease machine power.

UNIT VII

Geotechnical materials, compaction, stabilization dozers, scrappers, power

showels, bull dozers earth moving equipment earth compaction equipment.

UNIT VIII

Concrete equipment equipment for pumping of water draglines and clean

shells craves.

TEXT BOOKS:

1. Construction Planning, Equipment and methods by R.L. Peurifoy etal. Tata Mc. Grawhill Publications.

2. PERT and CPM Project planning and control with by Dr.B.C.Purnia

& Khandelwal laxmi publications.

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C4 CE21 - INDUSTRIAL WATER AND WASTE WATER

TREATMENT AND AIR POLLUTION(ELECTIVE I)

UNIT I

Quality requirements of boiler and cooling waters Quality requirements of

process water for Textiles Food processing and Brewery Industries Boler

and Cooling water treatment methods.

UNIT II

Basic Theories of Industrial Waste water Management Volume reduction

Strength reduction Neutralization Equalization and proportioning. Joint

treatment of industrial wastes and domestic sewage consequent problems.

UNIT III

Industrial waste water discharges into streams. Lakes and oceans and problems.

UNIT IV

Recirculation of Industrial Wastes Use of Municipal Waste Water in

Industries.

UNIT V

Manufacturing Process and design origin of liquid waste from Textiles, Paper

and Pulp industries, Thermal Power Plants and Tanneries, Special

Characteristics, Effects and treatment methods.

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UNIT VI

Manufacturing Process and design origin of liquid waste from Fertilizers,

Distillers, and Dairy, Special Characteristics, Effects and treatment methods.

UNIT VII

Manufacturing Process and design origin of liquid waste from Suger Mills,

Steel Plants, Oil Refineries, and Pharmaceutical Plants, Special Characteristics,

Effects and treatment methods.

UNIT VIII

Common Effluent Treatment Plants Advantages and Suitability, Limitations

Classification of Air Pollutants Global effects Effects on Human beingsand vegetation.

TEXT BOOKS :

1. Liquid waste of Industry by Newmerow.

REFERENCES:

1. Waste Water Treatment by Rao and Dutta.

2. Water and Waste Water technology by Mark J. Hammer and Mark J.

Hammer (Jr)

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C4 CE22 - HYDRO POWER ENGINEERING

(ELECTIVE I)

1. Introduction

Different sources of energy Hydropower and its advantages and

disadvantages Role of hydro in a power system hydro power

development in India with special reference to South India

Estimation of water power potential

2. Electrical Load on Hydro Turbines

Load curve load factor capacity factor Utilization factor

Diversity factor- Load-duration curve firm power and secondarypower prediction of load.

3. Types of Hydro-Power Plants

Classification of hydel plants Runoff river plants and their general

arrangement storage plants diversion tunnel plants storage and

pondage Pondage factor flow and power duration curves.

4. Pumped Storage Plants

Basic features advantages types two unit, three unit and four unitinstallations and their merits and demerits reversible pump turbines

efficiency of pumped storage plants.

5. Water Conveyance Plants

Classification of penstocks design criteria economical diameter for

penstocks Anchor intakes Conduit valves types of valves, bends

and manifolds types of intakes Losses in Intakes.

6. Water Hammer and Surge Tanks

Water hammer phenomenon rigid and elastic water column theories Allievicharts types of surge tanks Channel Surges.

7. Turbines

Hydraulic features layout of turbines Eulers equation and

hydraulics of turbines Detailed design of Pelton, Francis and Kaplan

turbines Draft tubes Cavitation in turbines Model testing of

turbines Characteristic curves Selection, governing of turbines.

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8. Power House

Surface power stations Arrangement of unit loading and control

bays Underground power stations Types, advantages and

components of underground power stations.Text Book:

Water Power Engg: Dandekar and Sharma, Vikas Publishing House, New

Delhi.

References:

1. Hydroelectric Hand Book: Creager and Justin, John Wiley & Sons,New York.

2. Water Power Engg: Barrows, Tata Mc-Graw Hill Co., New Delhi.

3. Hydro Electrical Engg. for Civil Engineers: Liliavsy (Vol.8 ofDesign Text Books in Civil Engg.) Oxford IBH Pub. Co., New Delhi.

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C4 CE23 - ARCHITECTURE AND TOWN PLANNING

(ELECTIVE I)

UNIT -1

HISTORY OF ARCHITECTURE

a) Western Architecture: Egyptian, Greek, Roman Architectures,

influences Comparative Analysis Orders.

b) Indian architecture: Vedic age Indus valley civilization Buddhist

period, Stambas, Slentas, Roranas, Chaityas, Viharas with one example

for each Hindu temples Evaluation of Dravidian and Indo-Aryan styles

Principle factors. Temple of Aibole, Mahabalipuram, Madurai,Deograph, Bhuvaneshwar, Mount Abu.

c) Indo-Sarsanic Architecture: Mosque Palace Fort Tomb.

UNIT - II

ARCHITECTURAL DESIGN

a) Principle of Design: Composition of plan Relationship between plan

and Elevation elements, form surface Mass, texture, colour tone.

b) Principles of compositions: Unity, contrast, proportion, scale, Bab

rhythm, character.

UNIT III

PRINCIPLES OF PLANNING A RESIDENCE

Site Orientation Prospect, Grouping, circulation, privacy, services and other

factors.

UNIT - IV

Introduction to post-classic Architecture and contribution of eminent architects

to modern period.Brief summary of post classic architecture - Indian andWestern Architectural contribution of Edward Lutyens, Le Corbusier, frank

Lloyd Wright, Walter Groping, vender Rohe, Caarihan, Nervi, Oscar Niemyer,

Edward Durell Stone.

UNIT V

TOWN PLANNING:

Historical Back Ground:

a) Town planning in India, Town plans of Manasa town plans of ancient

Indian : Moir, Pataliputra, Vijayanagara, Delhi.

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b) Town planning in the west town plans of Acropolis, Rome, Paris,

London, Karrissulre.

UNIT - VI

COMPONENTS OF PLANNING

a. Zoningb. Roads and Road Traffic

c. Housing slums, parks, play grounds

d. Public utility services

e. Surveys and maps for planning

f. Neighborhood planning

UNIT - VII

Planning new towns, Planning standards, National and regional planning, town

planning and legislations.

UNIT VIII

Planning of Garden cities and satellite towns.

References:

Architecture:

a. Indian Architecture Vol I and II by Percy Brown, TaraporewalaPublications, Bombay.

b. Planning and design of building section of Architecture by Y.S.Sane.

c. Modern Architecture and Design by Nikolans, Pevshar

d. Modern Ideal Homes for India by R.S.Deshpande

e. Oriental Architecture in colour by Wevner Speiser, Thamos and Hudson

Town Planning

1. Town and country planning A.J.Brown and H.M.Sherrard

2. Town design Federick Gibbard, Architectural press, London.3. National building code of India.

4. Town Planning in India Town and country Planning Organization,

New Delhi, 1962.

5. Regional planning Misra R.P., Mysore University

6. Urban and Regional planning principles and case studies by K.S.Rama

Gouda, Mysore University Publications.

Town and Country planning P.Abercrombe, Oxford University

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C4 CE24 - ENVIRONMENTAL MANAGEMENT

(ELECTIVE II)

UNIT I

Air Pollution sources of pollution Classification effects on human beings

Global effects of Air pollution.

UNIT II

Air pollution Control Methods Particulate control devices General Methods

of Controlling Gaseous Emission.

UNIT III

Special Treatment Methods Adsorption Reverse Osmosis Defluoridation

Ion exchange Ultra Filtration.UNIT IV

Theories industrial waste treatment Volume reduction strength reduction

Neutralization Equalization Proportioning Nitrification and

Denitrification Removal of Phosphates.

UNIT V

Solid waste Management sources, composition and properties of solid waste

collection and handling separation and processing.

UNIT VI

Solid waste disposal methods Land filling Incineration composting.UNIT VII

Hazardous Waste Nuclear waste Biomedical wastes chemical wastes

Effluent disposal Control methods.

UNIT VIII

Noise Pollution effects of noise and control methods Effluent standards

Air emission standards Water Act Air Act Environment Protection Act.

TEXT BOOKS:

1. Environmental Science and Engineering by J.G.Henry and G.W.Heinke

REFERENCES:

1. Physics Chemistry process for waster quality control by Weber

2. Air Pollution and Control by MN Rao & H.N.Rao

3. Introduction to Environmental Engineering by P.A.Vaslind & S.M.

Morgan

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C4 CE25 - GROUND IMPROVEMENT TECHNIQUES

(ELECTIVE II)

UNIT I

In situ densification Methods in granular Soils Introduction Vibration at the

ground surface, Impact at the Ground Surface, Vibration at depth, Impact at

depth.

UNIT - II

In situ Densification Methods in Cohesive soils Introduction, preloading or

dewatering, Drainwalls Sand Drains, Sandwitch geodrains Stone and lime

columns thermal methods.

UNIT III

Reinforce Earth : Principles Components of reinforced earth factors

governing design of reinforced earth walls design principles of reinforced

earth walls.

UNIT IV

Geotextiles : Introduction Types of geotextiles : Functions and their

applications, tests for geotextiles materials geogrids functions.

UNIT - V

Expansive soils : Problems of expansive soils tests for identification I.S.

Test methods of determination of swelling pressure. Improvement of

expansive soils Foundation techniques in expansive soils under reamed

piles I.S.Code practice Renedial measure.

UNIT VI

Mechanical stabilization : Soil aggregate mixtures-properties and proportioning

techniques soft aggregate stabilization compaction field compaction

control.

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UNIT - VII

Cement stabilization : Mechanism factors affecting and properties Use of

additives design of soils cement mixtures construction techniques.

UNIT VIII

Lime and Bituminous stabilization : Type of admixtures mechanism factors

affecting design of mixtures construction methods.

REFERENCES BOOKS :

1. ROBERT M. KOERNER : Construction and Geotechnical Methods

in Foundation Engineering, Mc Graw Hill.

2. E.J.YODER : Principles of Pavement Design, John Wiley and Sons.

3. LEONARDS G.A : Foundation Engineering.

4. Khanna S.K. and JUSTO C.E.G : Highway Engineering (Nemchand

Publication)

5. SOWERS G.F: Introductory Soil Mechanics and Foundations.

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C4 CE26 - CAD

(ELECTIVE II)

1. CAD and Auto CAD fundamentals of computers for design

benefits of CAD. CAD Hard ware Software and graphics design work

station Graphics terminal Input devices Cursor control devices

Digitization key board terminals plotters and other input devices

C.P.U.

2. Soft ware configuration of a graphic system Graphics packages

Two-dimensional transformation three-dimensional transformation

data base structure and content wire frame versus solid modeling.

3. Displacement method stiffness properties of members, element andstructure - stiffness formulation coordinate transformation and global

assembly boundary conditions application to plane pin-jointed trusses

and rigid jointed plane frames.

4. Finite Difference Method differential equation of beams and plates

solution of beams and plates problems boundary condition beams on

elastic foundations raft foundation supported on elastic sub-grade -

Solutions using Finite difference method.

5. Linear Programming (I): Simplex method standard form of linear

programming problem Geometry of linear programming problems definitions and theorems solution of system of linear simultaneous

equations Pivotal reduction Simplex algorithm two phases of the

simplex method Additional applications.

6. Linear Programming (II): Additional topics Revised simplex method

duality in linear programming decomposition principle Sensitivity or

post optimality analysis transportation problem.

7. Development of programmes for Structural Analysis and Design

problems using C.

8. Development of programmes for water resources and GeotechnicalEngineering problems including design of raft foundations by finite

difference method using C.

References

1. Computer Aided Design and Manufacturing: Mikel. P.Groover &E.W.Zimers

2. Matrix Analysis of Structures: M.B.Kanchi

3. Foundation Design: Teng

4. Foundation Analysis and Design: J.E.Bowles

5. Optimization theory and applications: SS.Rao.

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6. Theory of Plates and shells: S.Timoshenko


C4 CE27 - TRANSPORTATION PLANNING AND DESIGNUNIT I

Pavement types, wheel loads and design factors, comparison of highway

pavements, wheel loads, tire pressure, contact pressure,

UNIT -II

Design factors: Traffic and loading, Environment, materials, failure

criteria.

UNIT -IIIStresses in flexible pavements, Layered system concepts: one layer

system: Boussinesq theory, two layer theory: Burmisterss theory.

UNIT IV

Stresses in Rigid pavements, relative stiffness of slabs, Modulus of

subgrade reaction.

UNIT - V

Stresses due to warping, stresses due to friction, stresses due to load,IRC recommendations.

UNIT VI

Pavement Design: IRC method of flexible pavement design

UNIT - VII

Pavement Design:IRC method for Rigid pavements.

UNIT VIIIPavement Evaluation: Roughness measurements, load man concept,

skid resistance measurement, Benkleman beam deflection method.

REFERENCES:

1. Yodir and Witzorack, Principles of Pavement design John

Wiley & sons.

2. Yang, H. Huong, Pavement Analysis and design, Prentice Hall

Publications.

3. Sargious, M.A. Pavements and Surfacings for Highways and

Airports, - Applied Science Publishers Limited.

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4. Ralps Hass and Hudson, W.R., Pavement Management System,

McGrawhills, Book Company.

5. IRC load of Practice


C4 CE 03 - PLANNING AND DESIGN OF BUILDINGS

UNIT I

Building Bylaws and Regulations:

Introduction Terminology Objectives of building by laws Floor area ratio

(FAR) Floor space Index (FSI) Principles underlying building bylaws

classification of buildings Open space requirements built up arealimitations Height of Buildings Wall thickness lighting and ventilation

requirement.

UNIT II

Residential Buildings: Minimum standards for various parts of buildings

requirements of different rooms and their grouping characteristics of various

types of residential buildings.

UNIT III

Public Buildings: Planning of Educational institutions, hospitals, dispensaries,

Office buildings, banks, industrial buildings, hotels and motel, buildings for

recreation.

NIT IV

Planning of construction projects scheduling and monitoring Bar chart CPM and PERT Network planning computation of times and floats their

significance.

UNIT V

Network Analysis: Updating of Network Crashing for optimum cost

Resources leveling and Resources allocation.

UNIT VI

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Construction Equipment: Cost of owning and operation Estimation of

outputs of power showels, Bulldozers, Trucks and other earth moving

equipment - Belt Conveyors functioning Earth compaction equipment.

Equipment cost ownership cost operating cost for bidding, bey rent or

lease machine power.UNIT VII

Geotechnical materials, compaction, stabilization dozers, scrappers, power

showels, bull dozers earth moving equipment earth compaction equipment.

UNIT VIII

Concrete equipment equipment for pumping of water draglines and clean

shells craves.

TEXT BOOKS :

1. Construction Planning, Equipment and methods by R.L.

Peurifoy etal.

2. PERT and CPM Principles and Applications by L.S.Srinath

3. A Management Guide to PERT/ CPM by J. De Wiest and

F.K. Levy

4. Construction Equipment by Mahesh Verma.

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C4 CE04 - ENVIRONMENTAL ENGINEERING LAB.

LIST OF EXPERIMENTS

1. Determination of pH and Turbidity

2. Determination of Conductivity and Total dissolved solids.

3. Determination of Alkalinity/Acidity.

4. Determination of Chlorides.

5. Determination and Estimation of total solids, organic solids and

inorganic solids.

6. Determination of iron.

7. Determination of Dissolved Oxygen.

8. Determination of Nitrogen.

9. Determination of total Phosphorous.

10. Determination of B.O.D

11. Determination of C.O.D

12. Determination of Optimum coagulant dose.

13. Determination of Chlorine demand.

14. Presumptive coliform test.

NOTE : At least 8 of the above experiments are to be conducted.

TEXT BOOKS :

1. Chemistry for Environmental Engineering by Sawyer and Mc.

Carty2. Standard Methods for Analysis of water and Waste Water

APHA

3. Relevant IS Codes.

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C4 CE05 - CONCRETE TECHNOLOGY LAB

1. Normal Consistency and fineness of cement.

2. Initial setting time and final setting time of cement.

3. Specific gravity and soundness of cement.

4. Compressive strength of cement.

5. Workability tests on concrete by compaction factor, slump and Vee-bee.

6. Modulus of elasticity of concrete7. Compressive strength and split tensile strength of concrete.

8. Specific gravity of fine and coarse aggregates

9. Bulking of fine aggregate.

10. Gradation charts for fine and coarse aggregates.

11. Non-Destructive testing on concrete (for demonstration)

REFERENCE :

1. Concrete Technology by S.M.K. Shetty.

C4 CE06 - PROJECT WORK

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ccc-syllabus (1,2,3,4 years)-civil

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