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Old April 18th, 2015, 11:11 AM
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Hello sir I am doing B.Tech from distant education of Andhra University . can you provide me syllabus of B.Tech civil engineering III year?
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Old April 18th, 2015, 03:27 PM
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Default Re: Andhra University Distance Education B Tech

As per your request here I am providing you the syllabus of B.Tech civil engineering of Andhra University.

Following are the courses available for science students:

B.E. Civil Engineering
B.E. Civil Environmental
B.E. Mech. with Marine Engineering elective
B.E. Mechanical Engineering
B.E. Electronics and Communication Engineering
B.E. Electrical and Electronics Engineering.
B.Tech. Computer Science and Systems Engineering
B.E. Metallurgical Engineering
B.E. Marine Engineering
B.E. Naval Architecture
B.Tech. Instrumentation Engineering
B.Tech. Chemical Engineering
B.Tech. Geo-informatics
B.Tech. Ceramic Technology
B.Arch.
B.Tech. Biotechnology

Following are the branches available for engineering:


Chemical Engineering
Civil Engineering
Electronics & Communication Engineering
Electrical & Electronics Engineering
Mechanical Engineering Syllabus

Please check the below attachment for syllabus of B.Tech civil engineering III year.

Syllabus of B.Tech civil engineering III year

UNIT - I:
Analysis of statically Indeterminate frames (single storey, single bay
portal frames only) using (i) Slope – deflection method (ii ) Moment
– distribution method
(i)
Kani’s method
(iv) Column analogy
method.


UNIT – II:
Arches: Normal thrust, Radial shear and bending moment in three
hinged and two hinged parabolic and segmental arches. Effects of
rib – shortening and temperature change. Tied arches and spandrel –
braced arches. Influence lines for 3 hinged and 2 hinged arches.


UNIT – III:
Suspension Bridges: Stresses in loaded cables with supports at the
same level and at different levels. Length of cable two-hinged
stiffering girders – temperature effects. Influence lines for stiffering
girders.


UNIT – IV:
Introduction to matrix methods of structural analysis (very elementary
treatment only) flexibility and stiffness matrix force method and
displacement method for two span continuous beams and 6 membered
and 4 jointed trusses only


UNIT – V:
Shear centre and unsymmetrical bending -Bending axis and shear
centre shear centre for sections having one axis of symmetry. Shear
centre for any unsymmetrical section, stresses in beams subjected
unsymmetrical bending.
References:
(i)
Statically Indeterminate structures-C.K.Wang
(ii) Theory of structures by S. Ramamrutham
(iii) Theory of structures vol II- S.P. Gupta. G.S. Pandit, R. Gupta
(iv) Advanced topics in strength of materials- Prof L.B. Shah and
Dr. R.T. Shah.
REFERENCES:
(i)
Statically Indeterminate structures - C.K. Wang
(ii) Theory of structures - S. Ramamrutham
(iii) Theory of structures vol II- S.P. Gupta. G.S. Pandit, R.
Gupta

Unit I – Viscous Effects on Fluid Motion
A)
Laminar Flow and N.S.Equations : Equation of Motion
for Real Fluids, Stress-strain Relationships, Tangential Stress Terms,
Introduction to Navier-Stokes Equations, Solution of N.S.equations
for standard cases of Plane Two Dimensional and Axi-symmetric
Flows; Plane Two dimensional Flows – Steady Flow between Parallel
Plates – Couette and Poiseuille Flows; Axi-symmetric Flows – Laminar
Flow through pipe, Hagen-Poiseuille Equation, Laminar Flow through
annulus of concentric circular tubes; Stokes Law.
B)
Turbulent Flow & its Characteristics: Transition from
Laminar to Turbulent Flow, Critical Reynolds Number, CharacteristicsPage 3


of Turbulent Flow, Mean and Fluctuating Components of Velocity,
Quantitative Description of Turbulence, Statistical Nature of Turbulent
Flow, Isotropic and Homogeneous Turbulence; Analysis of Turbulent
Flows – Turbulence Modeling, Semi-empirical Theories, Boussinesq
Eddy Viscosity Model, Prandtl Mixing Length Concept; Introduction
to Continuity Equation and Reynolds Equations for Turbulent Flows,
Reynolds stress Tensor


Unit II – Boundary Layer Theory and Flow Past Submerged
Bodies
A)
Boundary Layer Theory – Introduction, Characteristics of
Laminar Boundary Layer, Boundary Layer Growth over a Flat Plate
(without pressure gradient), Laminar and Turbulent Boundary Layers,
Boundary Layer Thickness and its Characteristics, Displacement,
Momentum and Energy Thickness; Karman Momentum Integral
Equation; Viscous drag, Boundary Layer Separation, Mechanism of
Separation, Control of Boundary Layer Separation, Hydro dynamically
smooth and Rough Boundaries, Velocity of Distributions for Turbulent
Flow in Pipes – velocity defect Law, von Karman’s Universal Law
for Mean Velocity near Smooth and Rough Boundaries; Friction factor
for Pipe Flows – dependence on Reynolds Number and Relative
Roughness, Moody’s Diagrams, Simple Pipeline Design Problems.
B)
Flow Past Submerged Bodies: Drag and Lift –
Deformation Drag, Friction Drag, Form Drag – Drag Coefficient;
Distribution of Fluid Pressure on immersed bodies – Pressure
Distribution for flow past a circular disk, sphere; Effects of eddy
pattern in two dimensional flow – distribution of pressure for two
dimensional flow past a cylinder, von Karman vortex trail – Variation
of Drag Coefficient with Reynolds Number; Drag on Cylinder –
Resistance diagram for bodies of revolution – Drag Coefficient of
Practical Bodies; Lift & Propulsion – Effect of Circulation in
Irrotational Flow, Generation of Lift around a cylinder – Magnus
Effect, Computation of Lift Force; Lift on Airfoil – Lift Coefficient
and its Variation with Angle of Attack, Joukowsky Profile, Polar
Diagram, Stall, Induced Drag.Page 4


Unit III – Open Channel Flows – Uniform Flow and Flow in
Open Channel transitions

A)
Uniform Flow : Introduction, Classification of Open
Channels, Classification of Flow, Wide open Channel, Velocity
Distribution in a channel Section, Measurement of Velocity, Pressure
Distribution in a Channel Section, Effect of Slope on Pressure
Distribution. Uniform Flow Computation – Conveyance, section, Effect
of Slope on Pressure Distribution. Uniform Flow Computation –
Conveyance, Section Modulus and Hydraulic Exponents; Basic
Equations – Chezy’s Equation, Manning’s Equation, Determination
of Normal Depth and Velocity, Design of Rigid Bed Channels – Best
Hydraulic Section, Determination of most Economical Section
Dimensions for Uniform Flow in Rectangular, Trapezoidal, Circular
and Triangular Channels.
B)
Channel Transitions – Introduction, Definition of Specific
Energy, Froude Number, Critical Flow – Computation of Critical depth,
Conjugate or Alternate Depths – Sub-critical, Critical and super-critical
Flows – Froude Number – Specific Energy Diagram, Relationship
between Critical depth and Specific Energy for Rectangular,
Trapezoidal Sections – Channel Transitions – Change of Depth in
Rectangular Channels with change in Cross – section and Hump in
the Bed; Control Sections.


UNIT IV – Open Channel Flows - Non-Uniform Flow
A)
Steady Non-uniform Flow: Gradually Varied Flow :
Derivation of Governing Equation – Mild, Steep, Critical, Horizontal
and Adverse Slopes; Classification of G.V.F. Profiles – Backwater
and Drawdown Curves, G.V.F. Profiles for Channels with Changing
Slopes; Computation of G.V.F. Profiles – Direct Step and Standard
Step Methods – Computation of G.V.F. Profiles in rectangular channels
using Direct and Single Step methods ( Simple cases only); Rapidly
Varied Flow: Hydraulic jump – Types of jump, Impulse Momentum
Application to Hydraulic jump in horizontal rectangular Channels,
Specific Force.Page 5


B )
Unsteady Flow: Unsteady gradually Varied Flow – Dynamic
Equation for Unsteady flow, Monoclinical Rising Wave, Dynamic
Equation for Uniformly Progressive Flow; Unsteady Rapidly Varied
Flow – Uniformly Progressive Flow, Moving Hydraulic jump – Positive
and Negative Surges.


Unit V – Hydraulic Machinery

A)
Hydraulic Turbines: Function of Prime movers and Pumps,
Hydraulic Turbines, Classification Based on Head, Discharge,
Hydraulic Action – Impulse and Reaction Turbines, Differences
between Impulse and reaction Turbines , choice of Type of Turbine –
Specific Speed. Working and Design Principles of Impulse Turbines
– Component parts & working Principles of a Pelton Turbine –
Recapitulation of Work Done by series of vanes mounted on Wheel –
Velocity triangles, Simplified Form of Velocity Triangles for a Pelton
Turbine Bucket; Hydraulic and Overall Efficiency – Design Principles
of Pelton Turbine; working and design Principles of Reaction Turbines
– Component Parts & Working Principles of a Francis Turbine –
design Principles of Francis Turbine – Arriving at Vane Angles –
Governing Mechanism for Francis Turbine. Draft Tube Theory –
Functions and Types of Draft Tubes in Reaction Turbines – Efficiency
of Draft Tube.

B)
Pumps : Functions of a Pump – Types of Pumps – Selection
Criterion – Rotodynamic and Positive displacement Pumps –
Comparison between Centrifugal & Reciprocating Pumps. Centrifugal
Pumps/Impellers based on Shape and Type of Casing – Pump with
Volute Casing, Pump with Vortex Chamber & Pump with Guide vanes,
Closed, Semi-closed & Open Impellers, Axial, Radial & Mixed Flow
Impellers; Shape and Number of Vanes; Working Head and Number
of Stages, Single & Double Suction. Pressure Change in a Pump,
Manometric and Static Head – Velocity Vector Diagrams – Effect of
Vane Shape. Work done – Pump Losses and efficiency – Pressure
Rise in the Impeller – Minimum Starting Speed of pump – multi Stage
Pumps; Pumps in Parallel and Series; Cavitation – maximum Suction
Lift – NPSH and its importance in Selection of pumps, SimilarityPage 6


relations and Specific Speed – Performance Characteristics of Pumps;
Reciprocating Pumps – Component Parts – Operation of Single Acting
and Double Acting Reciprocating Pumps – Discharge Co-efficient,
Volumetric Efficiency and Slip – Work done and power Input –
Indicator Diagram, Effect of Acceleration and Friction on Indicator
Diagram, Maximum Speed of Rotation of Crank. Air Vessels, Modified
Indicator diagram in the presence of Air Vessels, Work Saved due to
Presence of Air Vessel – Flow into and from Air Vessel.


C)
Performance characteristics of Hydraulic Machines:
Unit Quantities – Specific Speed and its importance – Model
Relationships; Performance characteristics of Turbines – Operating
Characteristics – Iso-efficiency Curves. Similarity Relations and
specific speed of pumps – performance characteristics of Centrifugal
pump – Dimensionless characteristics – constant efficiency curves
of Centrifugal Pumps.


Textbooks:
(1) Fluid Mechanics by A.K.Jain
(2) Elementary Mechanics of Fluids by Huntur Rouse
(3) Fluid Mechanics and Hydraulic Machinery by P.N.Modi &
S.M.Seth
(4) Flow through open channels by K.Ranga Raju
(5) Fluid Mechanics and Fluid Power Engineering by D.S.Kumar


Contact:

Andhra University
China Waltair Road, Visakhapatnam, Andhra Pradesh 530003 ‎
0891 284 4000 ‎


Attached Files
File Type: doc Syllabus of B.Tech civil engineering III year.doc (78.5 KB, 43 views)
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