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CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem V
1
CE/CS/EB/EC/EE/EI/ME/IT/SE 501 ENGINEERING MATHEMATICS IV
MODULE 1
Probability distributions: random variables (discrete & continuous), Probability density,
mathematical expectation, mean and variance of a probability distribution, binomial
distribution, Poisson approximation to the binomial distribution, uniform distribution, normal
distribution.
Curve fitting: method of least squares, correlation and regression, lines of regression.
Module II
Sampling distributions: Population and samples, the sampling distribution of the mean
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variance, point estimation, interval estimation, tests of hypotheses, null hypotheses and
significance tests, hypothesis concerning one mean, type I and type II errors, hypotheses
concerning two means. The estimation of variances: Hypotheses concerning one variance –
Hypotheses concerning two variances.
Module III
Finite difference Operators: ¨(  [(n)
Newton’s Forward and Backward differences interpolation polynomials, central differences,
Stirlings central differences interpolation polynomial. Lagrange interpolation polynomial,
divided differences, Newton’s divided differences interpolation polynomial.
Numerical differentiation: Trapezoidal and Simpson’s rules, compounded rules, errors of
interpolation and integration formulae. Gauss quadrature formulae (No derivation for 2 point
and 3 point formulae)
Module IV
Numerical solutions of ordinary differential equations: Taylor series method, Euler’s
method, modified Euler’s method, Runge-Kutta formulae 4th order formula,
Numerical solution of boundary value problems: Methods of finite differences, finite
difference methods for solving Laplace’s equation in a rectangular region, finite differences
methods for solving the wave equation and heat equation.
REFERENCES:
1. Numerical Methods: P.Kandaswamy.K.Thilagavathy, K.Gunavathy, S.Chand & Co.
2. Probability, Random Variables and Stochastic Processes A.Papoulis, Mgh Publishers
3. Probability And Statistics For Engineers: Irvrin Miller & Freiend, Prentice Hall Of
India
4. Numerical Methods:S.S.Sastry,PhiPublishers
Type of Questions for University Exam.
Q 1.Eight short answer questions of 5 marks with two questions from each of the four modules.
Q 2. to Q.5 : Two questions A & B of 15 marks from each modules with option to answer either A or B.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem V
2
CE 502A/B Analysis of Structures I
Module I
Deflection of statically determinate trusses: methods of joints and sections – methods for
determination of deflection of truss joints – the unit-load method – the angle weights method
– joint displacement equation method – graphical method: Willot-Mohr diagram
Analysis of statically indeterminate trusses: degree of indeterminacy – force method using
reactions as redundant – force method using reactions as redundant – force method using
axial forces in members as redundant – force method using both reactions and axial forces in
members as redundant – induced reactions on statically indeterminate trusses due to yielding
of support
Module II
Statically indeterminate beams and frames: strain energy in tension, torsion and bending –
theorem of least work – the reciprocal theorem – induced reactions due to yielding of
supports
Three moment equation: derivation of three moment equation – application of three
moment equation to analysis of continuous beams subjected to applied loads – analysis of
continuous beams subjected to uneven support settlement
Module III
Slope deflection method: derivation of the slope-deflection equation: without rotation of
member axis – analysis of statically indeterminate beams subjected to applied loads –
derivation of the slope-deflection equation: with rotation of member axis – analysis of
statically indeterminate beams subjected to uneven support settlement – analysis of statically
indeterminate rigid frames: without unknown joint translation – analysis of statically
indeterminate rigid frames: with unknown joint translation – analysis of statically
indeterminate rigid frames subjected to support settlement – analysis of gable frames
Module IV
Moment distribution method: stiffness and carry over factors – distribution factors –
analysis of statically indeterminate beams subjected to applied loads – check on moment
distribution – modified stiffness factors at the near end when far end is hinged – analysis of
statically indeterminate beams subjected to uneven support settlement – analysis of statically
indeterminate rigid frames: without unknown joint translation – analysis of statically
indeterminate rigid frames: with unknown joint translation – analysis of statically
indeterminate rigid frames subjected to support settlement – analysis of gable frames
Reference
1) Khurmi – Theory of Structures – S Chand
2) Wang C.K – Intermediate Structural Analysis, McGraw Hill International Edition.
3) Timoshenko S.P. & Young D.H – Theory of Structures, McGraw Hill International
Edition.
Type of Questions for University Exam.
Q 1.Eight short answer questions of 5 marks with two questions from each of the four modules.
Q 2. to Q.5 : Two questions A & B of 15 marks from each modules with option to answer either A or B.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem V
3
CE 503A/B Design of Structures I
Module I
Concrete structures: Concrete, reinforced concrete and prestressed concrete – structural
forms – loads – serviceability, strength and structural safety – design basis – design codes and
specifications Material properties: Properties in compression – tensile strength – strength
under combined stress – shrinkage and temperature effects – high strength concrete –
reinforcing steels for concrete Design Philosophy.
Flexural analysis and design of beams: Bending of homogeneous beams – reinforced
concrete beam behaviour – design for tension reinforcement in rectangular reinforced
concrete beam – design aids – practical considerations to design of beams – rectangular
beams with tension and compression reinforcement – design of T-beams
Module II
Shear and diagonal tension in beams: Diagonal tension in homogeneous elastic beams –
reinforced concrete beams without shear reinforcement – reinforced concrete beams with
shear reinforcement – limit state design of beams – Code provision for shear reinforcement –
Beams with varying depth
Analysis and design for torsion: Torsion in plain concrete members – torsion in reinforced
concrete members – combined torsion and shear – Limit state design of beams – Code
provision for torsion design
Module III
Bond, anchorage and development length: Fundamentals of flexural bond – ultimate bond
strength and development length – Code provisions for development of tension reinforcement
– anchorage of tension bars by hooks – anchorage requirements for web reinforcement –
development of bars in compression – bundled bars – bar cutoff and bend points in beams
Serviceability: Cracking in flexural members – Code provisions for crack control – control
of deflection – immediate deflection – deflection due to long term loads – Code provisions
for control of deflection – deflection due to shrinkage and temperature changes
Module IV
Edge supported slabs: Types of slabs – design of one-way slabs – temperature and
shrinkage reinforcement – behavior of two way edge supported slab – analysis by coefficient
method – reinforcement for two way edge supported slab – deflection control - design of
stair cases slab – design of continuous slab
Columns: Design of short columns – axial compression – lateral ties and spirals –
compression plus bending in rectangular columns – strain compatibility analysis and
interaction diagrams – balanced failure – distributed reinforcement –unsymmetrical
reinforcement – circular columns – Code provisions for design of short columns – biaxial
bending – Design of slender columns – concentrically loaded columns – compression plus
bending – Code provisions for design of slender columns.
Reference
1) Nilson A.H –Design of Concrete Structures, McGraw Hill Companies Inc.
2) Pillai S.U & Menon D – Reinforced Concrete Design, Tata McGraw Hill Publishing
Company Limited, New Delhi, India.
3) Varghese P.C –Limit State Design of Reinforced Concrete, Prentice Hall of India Pvt
Ltd, New Delhi, India.
4) Syal and Goel – Reinforced concrete structures – S Chand
Type of Questions for University Exam.
Q 1.Eight short answer questions of 5 marks with two questions from each of the four modules.
Q 2. to Q.5 : Two questions A & B of 15 marks from each modules with option to answer either A or B.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem V
4
CE 504A/B Geotechnical Engineering –I
Module I
Nature of soil and functional relationships: Soil types – residual soil and transported soil.
Three phase system – void ratio – specific – specific gravity- dry density – porosity-water
content-saturate unit weight-submerged unit weight – degree of saturation, Concepts of single
grained, honey combed and flocculant structure and their effects on the basic soil properties.
Laboratory and field identification of soils: Determination of water content by oven drying
– specific gravity using Pyenometer and specific gravity bottle – grain size analysis by sieve
analysis, hydrometer analysis and pipette analysis – Atterberg limit and indices, sensitivity &
thixotropy field density by core cutter, sand replacement and wax coating methods.
Classification of Soils: Necessity – Principles of classification – I.S. classification – plasticity
chart.
Module II
Soil water: Classification- effective stress - total stress - pore pressure - pressure diagrams
for different conditions
Permeability: definition - Darcy’ s law - factors affecting permeability - laboratory
determination – permeability of stratified soils
Stress distribution: Boussinesque’ s and Westergaard’ s equations for vertical pressure due to
point loads and uniformly distributed loads - assumptions and limitations - pressure bulb –
Newmarks` charts and their use
Module III
Consolidation: definition - concepts of coefficient of compressibility - coefficient of volume
change and compression index - e-log p curves - pre-consolidation pressure - Terzaghi’ s
theory of one dimensional consolidation - determination of coefficient of consolidation -
difference between consolidation and compaction
Compaction: definition and objectives of compaction - proctor test and modified proctor test
- concept of OMC and maximum dry density - zero air voids line - factors influencing
compaction - field compaction methods - Proctor needle for field control
Module IV
Shear Strength: definition - Mohr’ s strength and stress circles - Mohr’ s envelope - Mohr-
Coulomb strength theory - direct, triaxial and UCC tests - drainage conditions-UU, CU and
CD tests - vane shear tests - total and effective stress - strength parameters –
Stability of slopes: slope failure, base failure and toe failure - Swedish circle method -
friction circle method - Taylor’ s stability number - stability charts
Reference
1) Gopal Ranjan & Rao A.S.R – Basic and Applied Soil Mechanics, Wiley Eastern Ltd
2) Das B.M – Principles of Geotechnical Engineering – Thomas Brooks Cole, Singapore
3) Punmia B.C. – Soil Mechanics and Foundations, Saurabh
4) Terzaghi K. & Peck R.B. – Soil Mechanics in Engineering Practice, John Wiley
5) Venkataramaiah, C- Geotechnical Engineering, New Age International Publishers.
Type of Questions for University Exam.
Q 1.Eight short answer questions of 5 marks with two questions from each of the four modules.
Q 2. to Q.5 : Two questions A & B of 15 marks from each modules with option to answer either A or B.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem V
5
CE 505A Transportation Engineering - I
Module I
Classification, Alignment & surveys: Classification of highways – typical cross sectional
roads in embankment and in cutting, definition of various cross sectional elements –
requirements and factors controlling alignment of roads, Engineering surveys.
Geometrical Design of Highways: Camber – sight distances – Stopping, passing and
overtaking Sight distances, Overtaking zone requirements, worked out problems – design of
horizontal alignments, design speed – horizontal curves – Super elevation – Super elevation
design – radius of horizontal Curve – extra widening of pavement – transition curves and
methods of provision of super elevation and design of horizontal alignment – design of
vertical alignment – gradient and grade Compensation Vertical
curves – summit curves – length of summit curve - valley curves – length of valley curve
Module II
Traffic Engineering: Traffic Characteristics – various traffic studies and their applicationtraffic
regulations and controls – Traffic control Devices – Traffic Signals – classification of
signals – carriage way markings – traffic islands – Highway intersections.
Module III
Highway Materials, Testing & Design::Road aggregates – Desirable props & tests –
Bituminous materials – Types of bituminous materials used in highway construction –
requirements – desirable properties and tests.
Highway construction & Maintenance : Construction of earth roads, Gravel roads WBM
roads, Bituminous pavements, Bituminious construction Procedures – Construction of
Cement concrete pavements. Joints in Concrete pavements – types and causes of failures in
flexible and rigid pavements – Highway drainage. Pavement Design –Basic difference
between flexible and rigid pavements – factors to be considered in Design of pavements –
Design of flexible pavements by CBR method only.
Module IV
Aircraft characteristics – Regional planning airport site selection – Surveys for site selection
Airport obstructions zoning laws-classification of obstructions – Imaginary surfaces.
Runway orientation- wind, rose diagram-basic runway length and corrections required-
Airport classification – runway configurations. Taxiway Design requirements.
Apron- factors controlling size and number of gate positions –Aircraft parking System –
Hangar site location – facilities required in the terminal building-Blast fences-Typical airport
layout-airport marking-airport lighting. Air traffic control-Airway aids and landing aids.
Reference
1) S.K. Khanna & C.E.G. Justo – Highway Engineering, New Chand & Bros
2) L.R. Khadiyali – TrafficEngg. And Transport Planning, Khanna Publishers
3) S.K. Khanna, M.G. Arora & S.S. Jain – Airport Planning & Design, New Chand &
Bros
4) S.C. Rangwala – Airport Engineering, CharoterPublishing House.
5) Horenjeef Robert & Francis – Planning & design of airport.
Type of Questions for University Exam.
Q 1.Eight short answer questions of 5 marks with two questions from each of the four modules.
Q 2. to Q.5 : Two questions A & B of 15 marks from each modules with option to answer either A or B.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem V
6
CE 505 B TRANSPORTATION ENGINEERING
Module I
Classification of highways – typical cross section of roads in embankment and in cutting,
definition of various cross sectional elements – requirements and factors controlling
alignment of roads .Camber – sight distanes – Stopping, passing and overtaking Sight
distances, Overtaking zone requirements, worked out problems – design of horizontal
alignment, design speed – horizontal curves – Super elevation – Super elevation design –
radius of horizontal Curve – extra widening of pavement – transition curves and methods of
provision of super elevation and design of horizontal alignment – design of vertical alignment
– gradient and grade Compensation Vertical curves – summit curves –valley curves ( length
of summit curve & valley curve only) Road aggregates – Desirable properties and tests
Bituminous materials – Types of bituminous materials used in highway construction –
requirements – desirable properties and test. Construction of WBM roads, Bituminous roads
Cement concrete roads – Joints in Concrete pavements –
types and causes of failures in flexible and rigid pavements – Basic difference between
flexible and rigid pavements – factors to be considered in design of pavements – design of
flexible pavement by CBR method only.
Module II
Aircraft characteristics – airport site selection – Surveys for site selection – Airport
obstruction – zoning laws. Runway orientation – Wind rose diagram – basic runway length
and corrections required – problems – Runway Configurations – Aircraft parking system –
airport marking and lighting.
Module III
Railway Engineering, Permanent way – main requirements – Component parts – rails –
functions of rails- requirements of a good rail – weight and length – defects in rails – coning
of wheels – creep & wear of rails – Sleeper – its functions and requirements – sleeper density
– Ballast – function and requirements Super elevation, negative super elevation in branches –
widening of gauge on curves – Principe of track circuiting – control of train movement by
Centralized traffic Control systems.Tunnel Engineering
Tunnel alignment – transfering Center grade into tunnel – tunneling through hard and soft
rock (only full-face method and Neeble beam Method) – tunnel ventilation and drainage.
Module IV
Harbours Engineering: Classification of harbours – Breakwaters – necessity and functions –
different types – Construction of break waters. Dock Engineering: Functions & type of docks
– dry docks – floating docks – Dredging – Mechanical and hydraulic dredgers – general study
of bucket ladder – Dredger, grab dredger and dipper dredgers.
References:
1) S.K. Khanna & C.E.G. Justo : Highway Engineering,New Chand &Bros
2) S.K. Khanna, M.G. Arora & S.S. Jain: Airport Planning & Design, New Chand &Bros
3) S.C. Rangwala : Airport Engineering,Charoter Publication House
4) S.C. Rangwala : Railway Engineering , Charoter Publication House
5) Dr. S.D. Bindra : A Course in Docks & Habour Engg,Dhanpatrai& Sons.
6) Chandola- A text booki of Transportation Engineering –S Chand
Type of Questions for University Exam.
Q 1.Eight short answer questions of 5 marks with two questions from each of the four modules.
Q 2. to Q.5 : Two questions A & B of 15 marks from each modules with option to answer either A or B.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem V
7
CE 506A/B Construction Engineering & Management –II
Module I
Construction Equipments : Engineering Fundamentals – Tractors and related equipments –
excavating euipments – Bull dozer, power shovel, dragline, Clam shells, scrapers – Hauling
and Conveying equipments – Trucks and Wagous - Belt conveyor systems – Cranes.
Module II
Drilling and blasting equipments – Tunneling equipments – equipments for the production of
crushed aggregates – Factors affecting selection of equipments.
Managing construction equipments – equipment economics – owning costs – operating
costsreplacement decision – equipment cost control – plant layout.
Module III
Construction Monitoring: Objects of planning – stages of construction – Construction team
– resources of construction industry – objects of management – planning and scheduling –
scheduling using bar charts - - limitations of bar chart – Material schedule – labour schedule
– equipment schedule – financial schedule – mile stone chart –Gantt Charts
Module IV
CPM and PERT networks – Difference between CPM and PERT – development of a
network – representation of various activities and events in a CPM network – Network logic
– network calculation – advantages of CPM over bar chart – crashing the programme – crash
cost – time cost balancing – progress control – recording progress – methods increasing
productivity – PERT network – Selection of network techniques
Reference:
1. Stevens JD – Techniques for construction network scheduling – McGraw Hill
Publishing company
2. Arora and bindra – building construction Planning Techniques and methods of
construction – Dhanpat rai& Sons
3. Peurifoy,RL, Ledbetter WB & Schexnayder CJ – Construction planning equipment
and method – McGraw Hill Publishing company
Type of Questions for University Exam.
Q 1.Eight short answer questions of 5 marks with two questions from each of the four modules.
Q 2. to Q.5 : Two questions A & B of 15 marks from each modules with option to answer either A or B.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem V
8
CE 507A Geotechnical Engineering Laboratory
1) Determination of Specific gravity, water content and particle size distribution by
hydrometer method.
2) Determination of field density by core cutter and sand replacement method.
3) Determination of Atterberg Limits.
4) Compaction tests – I.S. light and heavy compaction.
5) California Bearing Ratio Test
6) Permeability tests – constant head and variable head methods.
7) Consolidation test.
8) Shear strength tests – Direct shear, Triaxial, UCC & Vane Shear Test
9) Demonstration of field tests like Standard Penetration Test, Dynamic Cone
Penetration Test, Static Cone Penetration Test, Electrical Resistivity method, Pressure
meter test, Plate load test.
Note : 50 % marks is earmarked for continous evaluation, and 50% marks for end semester examination to
be assessed by two examiners. A candidate shall secure a minimum of 50 % marks separately for the two
components to be eligible for a pass in that subject.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem V
9
CE 507 B Geotechnical Engineering Laboratory
1) Determination of Specific gravity, water content and particle size distribution by
hydrometer method.
2) Determination of field density by core cutter and sand replacement method.
3) Determination of Atterberg Limits.
4) Permeability tests – constant head and variable head methods.
5) Consolidation test & Compaction test –I.S. Light and Heavy compaction
6) California Bearing Ratio Test
7) Shear strength tests – Direct shear, Triaxial, UCC & Vane Shear Test
8)Demonstration of field tests like Standard Penetration Test, Dynamic Cone Penetration
Test, Static Cone Penetration Test, Electrical Resistivity method, Pressure meter test,
Plate load test.
Note : 50 % marks is earmarked for continous evaluation, and 50% marks for end semester examination to
be assessed by two examiners. A candidate shall secure a minimum of 50 % marks separately for the two
components to be eligible for a pass in that subject.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem V
10
CE 508A Transportation Engineering Laboratory
Test on Road Aggregates
1. Aggregate Crushing Value.
2. Aggregate Impact Value.
3. Aggregate Abrasion Value.
Test on Bitumen
4. Softening point of Bitumen.
5. Ductility test on Bitumen.
6. Specific gravity of Bitumen.
7. Flash and Fire point test.
8. Stripping Value Test.
9. Viscosity using Viscometer.
10. Determination of bitumen content by bitumen extractor.
Test on Bituminous Mixes
11. Marshall Test.
12. Indirect Tensile Test.
13. Creep Test.
14. Resistance to fatigue cracking by repeated load indirect tensile test.
15. Fields Tests.
Note : 50 % marks is earmarked for continous evaluation, and 50% marks for end semester examination to
be assessed by two examiners. A candidate shall secure a minimum of 50 % marks separately for the two
components to be eligible for a pass in that subject.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem V
11
CE 508 B Transportation Engineering Laboratory
Test on Road Aggregates
1. Aggregate Crushing Value.
2. Aggregate Impact Value.
3. Aggregate Abrasion Value.
Test on Bitumen
1. Softening point of Bitumen.
2. Ductility test on Bitumen.
3. Specific gravity of Bitumen.
4. Flash and Fire point test.
5 Stripping Value Test.
6. Viscosity using Viscometer.
7. Determination of bitumen content by bitumen extractor.
Test on Bituminous Mixes
1. Marshall Test.
2. Indirect Tensile Test.
3. Creep Test.
4. Resistance to fatigue cracking by repeated load indirect tensile test.
Note : 50 % marks is earmarked for continous evaluation, and 50% marks for end semester examination to
be assessed by two examiners. A candidate shall secure a minimum of 50 % marks separately for the two
components to be eligible for a pass in that subject.