1 Design
of Steel Structures (Revised)
Teaching Scheme: Examination scheme:
Lecture: 4 hours per week Theory paper: 100 marks
Practical: 2 hours per week Term Work: 25 marks
SECTION I
UNIT 1: (07)
a) Introduction to Design of Steel Structures: Advantages & Disadvantages of
steel
structures, permissible stresses, factor of safety, Methods of design, Types of
connections,
various types of standard rolled sections, Types of loads and load
combinations,
load calculation for roof truss.
b) Design of Welded & Bolted Connections: Types of welds, failure of welded
joints,
Throat thickness, permissible stresses, and analysis of axially &
eccentrically
loaded
connections (subjected to bending & torsion); Type of bolts, bolt, nut
&
washer
assembly, stresses in bolts and design.
UNIT 2: (05)
Tension Members: Common
sections, net effective area of angle, tees and flats.
Load
carrying capacity, connection of section to gusset using weld / bolts. Design
of
tension
splices
UNIT 3: (06)
Compression Members- Struts: Common sections used in trusses, effective length
and
slenderness ratio, permissible stresses, Load carrying capacity, connection of
section
to gusset using weld / bolt.
UNIT 4: (07)
Beams: Laterally
supported & unsupported beams, design of simple beam, built up
beams
using flange plates. Curtailment of flange plates, web buckling & web
crippling.
Secondary and main beam arrangement, beam to beam connections
SECTION II
UNIT 5: (05)
Gantry Girder: Forces
acting on a gantry girder, commonly used sections, design of
gantry
girder as laterally unsupported beam, connection details.
UNIT 6: (08)
a) Columns: Simple
and built up section, lacing, battening, column subjected to
axial
force and bending moment, column splices.
b) Column Bases: Slab
base, Gusseted base and moment resisting bases, Design of
anchor
bolts, design of pedestal.
UNIT 7: (05)
Introduction to Limit state Method: Basic concept of Limit state Method, analysis
procedure
and design philosophy, loads and load combinations, partial safety
factors
for load and materials, comparison with working stress methods,
advantages
and disadvantages.
UNIT 8: (07)
Tension & Compression Members: Common sections, net effective area of angle,
tees
and flats. Load carrying capacity, design of tension and compressive members
by
limit state method by IS 800-2007.
Note: Use
of IS 800-2007, IS 875, and steel table is permitted for theory
examinations.
TERMWORK
Term
work shall consist of at least eight assignments based on theoretical course
above.
RECOMMENDED BOOKS
1.
Design of Steel Structures by S. K. Duggal, Tata Mc Graw Hill publishing
company
Ltd., New Delhi.
2.
Design of Steel Structures, Vol.I & Vol.II by Ram Chandra, Standard Book
House,
New Delhi.
3.
Design of Steel Structures, by Dayaratnam, Wheeler Publishing, New Delhi.
4.
Design of Steel Structures, by Dr. N. Subramanian, Oxford University Press,
New
Delhi.
5.
Design of Steel Structures, by B.C.Punmia, Jain & Jain Laxmi Publication,
New
Delhi.
6.
Design of Steel Structures, by A.S.Arya and J.L.Ajamani, Nemchand and Bros.,
Roorkee.
7.
Design of Steel Structures, by Vazirani & Ratwani.
8.
Design of Steel Structures by- E.H.Gaylord and C.N. Gaylord, Mc Graw Hill,
New
York.
9.
Design in Structural Steel Vol.-I by-J.E.Lothers, Prentice Hall New Jersy.
2 Geotechnical
Engineering - I (Revised)
Teaching Scheme: Examination scheme:
Lecture: 3 hours per week Theory paper: 100 marks
Practical: 2 hours per week Term Work: 25 marks
Practical & Oral: 50 marks
SECTION I
UNIT 1: (07)
Properties of Soil: Introduction
to Soil Mechanics, formation of soil & soil
structure,
three phase soil system, weight volume relationships, detail index
properties
of soil - methods of determination and its significance, particle size and
shape,
classification of soil – I.S., MIT & textural, soil consistency, field
identification
of soils.
UNIT 2: (05)
Permeability and Seepage: Capillary water. Darcy’s law, Factors affecting
permeability,
Determination of permeability by constant head and falling head
method
as per IS - 2720, field test as per IS – 5529 (part I) - pumping in test and
pumping
out test. Permeability of layered soils, Seepage forces, General flow
equation
(Laplace equation). Flow net construction and applications, Concept of
effective
neutral & total stress in soil mass. Anisotropic soil conditions, quick
sand
condition.
Uplift pressure, exit gradient, failure due to piping.
UNIT 3: (03)
Compaction: Soil
compaction phenomenon. Factors affecting compaction, Dry
density
and moisture content relationship. Zero air voids line. Effect of compaction
on
soil structure, Standard Proctor test and Modified Proctor test as per IS –
2720.
Field
compaction equipment and methods, Field control of compaction
UNIT 4: (05)
Consolidation: Spring
analogy, Terzaghi’s theory of one dimensional consolidation,
Lab
consolidation test; cc cv, mv and av Determination
of coefficient of consolidationsquare
root
of time fitting method and logarithm of time fitting method. Rate of
settlement,
normally consolidated and over consolidated soils, Determination of pre
consolidation
pressure
SECTION II
UNIT 5: (05)
Stress Distribution in Soil: Boussinesq theory- point load, line load, strip load,
pressure
distribution diagram on a horizontal and vertical plane, pressure bulb,
Westergaard's
theory, equivalent point load method, Newmark chart, contact
pressure,
approximate stress distribution method.
UNIT 6: (06)
Shear Strength: Concept
of shear, Coulomb’s theory and failure envelope,
Principle
stress, stress analysis (Total stress approach and effective stress
approach),
representation of stresses on Mohr’s circle for different types of soil such
as
cohesive and cohesionless, saturated and partly saturated soil etc. Application
of
shear
stress parameters in the field
UNIT 7: (04)
Determination of Shear Strength: Unconsolidated undrained, consolidated
undrained
and consolidated drained, type of test - box shear test, triaxial
compression
test with pore pressure and volume change measurement, unconfined
compression
test, vane shear test.
UNIT 8: (05)
Earth Pressure: Concept,
Area of application, earth pressure at rest, active and
passive
condition. Rankines and Coulomb’s theory of earth pressure, Graphical
solution-Trial
wedge methods, Culman’s method – Rebhan’s construction and
modification
LABORATORY EXPERIMENTS TO BE CONDUCTED
1.
Specific gravity determination by pycnometer / density bottle.
2.
Particle size distribution-Mechanical sieve analysis, wet sieve analysis.
3.
Determination of consistency limits and its use in soil classification.
4.
Field density test by core cutter , sand replacement method
5.
Determination of co-efficient of permeability by constant head and by variable
head
method.
6.
Standard proctor test/ Modified proctor test.
7.
Direct shear test
8.
Unconfined Compression Test
9.
Triaxial test.
10.
One dimensional consolidation test.
TEXT BOOKS & REFERENCE BOOKS
1.
“Text book of soil mechanics in theory and practice” by Dr. Alam Singh(Asian
Publishing
House, Bombay)
2.
“Soil mechanics and Foundation engineering” by V. N. S. Murthy. (U. B. S.
Publishers
and distributors New Delhi)
3.
“Soil mechanics and Foundation engineering” by B. S. Punmia.(A Saurabh and
Company
Pvt. Ltd., Madras)
4.
“Geotechnical Engineering” by P. Purushottam Raj. (Tata Mcgraw Hill Company
Ltd.
New Delhi)
5.
“Soil mechanics” by Terzaghi and Peak.(John Willey and Sons, New- York)
6.
“Soil Testing” by T.W. Lambe.(Willey Eastern Ltd., New Delhi)
7.
Geotechnical Engineering” by B. J. Kasamalkar.(Pune Vidyarthi Griha
Prakashan
Pune)
3. Water
Resources Engineering -I (Revised)
Teaching Scheme: Examination scheme:
Lecture: 3 hours per week Theory paper: 100 marks
Practical: 2 hours per week Term Work: 25 marks
SECTION I
UNIT 1: (05)
Introduction of Hydrology:
Definition, Importance and scopeof
hydrology, the
hydrologic
cycle, Weather and its precipitation potential.
Precipitation : Forms
and types of precipitation, Methods of measurement, Factors
affecting
precipitation at location, Estimating missing data, Mass rainfall curves,
Hyetograph,
double mass analysis(Correcting precipitation data) Determination of
average
precipitation over the catchment,
UNIT 2: (05)
Evaporation and Evapotranspiration: Factors affecting evaporation, measurement
and
control of evaporation upon reservoirs, Evapotranspiration - definition and
measurement.
Infiltration: Process
of infiltration, Factors affecting infiltration, Infiltration indices,
Effect
of infiltration on runoff and ground water recharge.
Runoff: Factors
affecting runoff, catchment yield calculations, SCS curve number,
Rainfall-runoff
relationship.
UNIT 3: (05)
Hydrograph: Storm
hydrograph, Base flow and Separation of base flow, direct
runoff
hydrograph, Unit hydrograph – theory – assumptions and limitations,
Derivation
and use of unit hydrograph, S-curve hydrograph.
UNIT 4: (05)
Stream gauging: Selection
of site, various methods of discharge measurement,
Area
velocity method, Area slope method, S. W. F., other modern methods
Floods: Definition,
Factors affecting, Estimation of peak flow, Rational method and
other
methods, Design flood hydrograph – components, recurrence period.
SECTION II
UNIT 5: (05)
Ground water hydrology: Occurrence and distribution of ground water, Specific
yield
of aquifer, Movement of ground water, Darcy’s law, Permeability, Safe yield of
basin.
Hydraulics
of well under steady flow conditions in confined and unconfined
aquifers,
Specific capacity of well, Well irrigation – Tube wells, Open wells-design
and
construction
UNIT 6: (05)
Introduction to irrigation: Definition and necessity of irrigation, Types of
irrigation,
Different systems of irrigation, - Flow, lift, inundation, bandhara, storage,
Methods
of application of water to soil - Sprinkler, Drip, basin, Furrow, Necessity,
Water
logging and land drainage
UNIT 7: (05)
Soil-water relationship: Classes and availability of soil water, depth and frequency
of
irrigation, principal crops and crop seasons, cropping pattern and crop
rotation,
Command
area-calculations
Water requirement of crops: Duty, delta, factors affecting duty, methods
improving
duty, consumptive use of water, estimation of evapo-transpiration by
blaney-criddle
method and penman method, assessment and efficiency of irrigation
water.
UNIT 8: (05)
Minor Irrigation works: General layout and main components of - Percolation
tanks,
K.T.Weir, and Lift irrigation
Watershed Management: Need
of watershed management, Importance of soil
conservation
measures, Rainwater management, methods and techniques of
Rainwater
harvesting and groundwater harvesting
TERM WORK:
Numerical Problems of the following' topics
1.
Determination of average annual rainfall and determination of yield of
catchments
2.
Determination of abstraction losses – phi index calculation, effective rainfall
hyetograph
3.
Stream flow measurements – Area velocity and slope-area method
4.
To develop a unit hydrograph from a total runoff hydrograph resulting from a
given
2 or 3 successive storms,
5.
Alteration of base period of given unit hydrograph using s-curve technique
6.
Estimating depth and frequency of irrigation on the basis on soil moisture
regime
concept
7.
Determination of Crop water requirement using consumptive use formulae
8.
Yield calculations of open well and tube well.
9.
A Case study / report of a watershed management
10.
Site visit to meteorological station.
RECOMMENDED TEXT BOOKS:
1.
Irrigation Engineering – S. K. Garg – Khanna Publishers, Delhi.
2.
Irrigation, Water Resources and Water power Engineering – Dr P.N. Modi
3.
Irrigation and Water power Engineering – Dr Punmia and Dr. Pande – Laxmi
Publications,
Delhi
4.
'Engineering Hydrology' - Subramany K., -Tata McGraw Hill, New Delhi.
5.
‘ Engineering Hydrology’ - Raghunath H.M. - New Age International Publishers
6.
Watershed Management in India – J.V.S.Murthy – Wiley Eastern Publications,
Delhi
REFERANCE BOOKS:
1.
R.K.Sharma, 'Hydrology and water resources', Dhanpatrai and sons, New
Delhi.
2.
Varshney, Gupta and Gupta, 'Theory and design of irrigation structures vol. I
and
II and III', Newchand and Brothers.
3.
Michael, 'Irrigation Theory and practice', Vikas Publications House
4.
Jaspal Sing, M.S.Acharya, Arun Sharma, 'Water management', Himanshu
Publications.
5.
Design of M.I. and Canal Structure – Satyanarayan and R. Murthy
6.
Water and Soil Conservation – Ghanshyam Das
4 Concrete
Technology (Revised)
Teaching Scheme: Examination scheme:
Lecture: 3 hours per week Theory paper: 100 marks
Practical: 2 hours per week Term Work: 25 marks
SECTION I
UNIT 1: (05)
Ingredients of Concrete:
a) Cement: Physical
properties of cement such as fineness, consistency test, Initial
and
final setting time, soundness, compressive strength, specific gravity.
Hydration
of
cement, chemical compounds of cement. Grades of cement, Types of cement-
Ordinary
Portland, Portland pozzolana, Rapid Hardening Portland Cement, Quick
setting
cement, Sulphur resisting cement, Super sulphated cement, Expansive
cement,
Rediset cement, High strength cement, High Alumina, Low heat, White,
Coloured,
Oil well, Hydrophobic cement.
b) Aggregates: Physical
properties such as sieve analysis and fineness modulus,
specific
gravity and water absorption, silt content, Bulking of sand, Bulk density,
moisture
content, Flakiness index, Elongation index. Mechanical properties such as
Crushing,
Impact and Abrasion value, Alkali – Aggregate reaction, Grading of
Aggregate,
Artificial and recycled aggregate.
c) Water: Specifications
of water as per IS 456 – 2000.
UNIT 2: (05)
Fresh Concrete: Batching,
Mixing, Transportation, Placing of concrete including
pumping
and compaction techniques for good quality concrete, Workability of
concrete
and methods of measuring workability, Factors affecting workability,
Segregation
and bleeding, Curing of concrete, Different methods of curing,
Temperature
effects on fresh concrete.
UNIT 3: (04)
Admixtures: Types
of admixtures, Plasticizers and superlasicizers and their effects
on
workability, Air entraining agents, Retarders, their effects on proportion of
concrete,
Pozzolanic admixtures, Fly ash, fly ash on fresh concrete, Silica flume,
Metalaolim,
Ground Granulated Blast Furnace Slag.
UNIT 4: (05)
Hardened Concrete: Strength
of concrete, w/c ratio, Gel-space ratio, Effect of
maximum
size of aggregate, Factors affecting strength of concrete, Characteristic
strength
- compressive, tensile and flexure strength, Relation between compressive
&
tensile strength.
Modulus
of elasticity, Relation between modulus of elasticity & strength, Creep and
shrinkage
of concrete
SECTION II
UNIT 5: (05)
Concrete Mix Design: Nominal
Mix Concrete, Objectives of mix design, Factors
governing
mix design, Methods of expressing proportions, statistically quality
control.
Mix design by ACI 211.1-91 method, IS code method as per 10262 & 456,
DOE
method and acceptance criteria
UNIT 6: (05)
Durability of concrete: Minimum & Maximum cement content, Strength &
durability
relationship, Volume change in concrete, Impact of w/c ratio on
durability,
permeability, Exposure to different conditions as per IS 456, Sulphate
attack,
Alkali aggregate reaction, Chloride attack, Corrosion of steel (chloride
induced),
Corrosion Control.
UNIT 7: (05)
Special concrete: Light
weight concrete, No fines concrete, High density concrete,
Fibre
reinforced concrete and different types, Polymer concrete, High performance
concrete,
Self compacting concrete, Cold weather concreting, Hot weather
concreting,
Vacuum concrete, Shotcreting,
UNIT 8: (04)
Nondestructive testing: Schmidt’s rebound hammer – Mechanical & digital,
Ultrasonic
pulse velocity method, techniques of measuring & factors affecting the
measurement
of pulse velocity, Corrosion meter, Cover meter.
TERM WORK:
1.
Testing of cement: Consistency, fineness, setting time, Specific Gravity,
Soundness
and strength.
2.
Testing of fine aggregate: Specific Gravity, sieve analysis and zoning, bulking
of
fine
aggregate, bulk density, silt content.
3.
Testing of coarse aggregate: Specific Gravity, sieve analysis, bulk density,
flakiness
index, elongation index, water absorption & moisture content,
soundness
of aggregate.
4.
Concrete Mix design by ACI 211.1-91 method, IS code method as per 10262-
2007
& 456-2000, DOE method
5.
Tests on Concrete- Workability tests – Slump cone test, compaction factor test,
Vee-bee
consistometer test, flow table test, strength tests- compressive strength,
flexural
strength, split tensile strength.
6.
Effects of Admixture - Accelerator, Retarder, Super Plasticizer.
7.
Nondestructive Testing - Rebound Hammer test, Ultrasonic Pulse Velocity test.
REFERANCE BOOKS:
1.
Concrete Technology by M. S. Shetty (S. Chand & Company Ltd, New
Delhi)
2.
Concrete Technology by M. L. Gambhir (Tata McGraw-Hill publishing
Company
Ltd, New Delhi)
3.
Concrete Technology by A. M. Neville (Pearson Education, New Delhi)
4.
Concrete Technology by Orchard (Asia publication, New Delhi)
5.
Concrete Technology by Handoo, Puri & Kaila (Satya Prakashan, New
Delhi)
6.
Concrete Technology by R. S. Varshnay (New Chand & Brathers, New
Delhi)
7.
Concrete Technology by K. T. Krishnaswamy (Dhanpat Rai Publication,
New
Delhi)
8.
Concrete Technology by V. N. Vazirani (Khanna Publication, New Delhi)
REFERANCE CODES:
1.
IS 456 – 2000 , Plane reinforced concrete
2.
IS 10262 – 2007 Doc: CED 2 (7288), Guidelines for Concrete Mix
Proportioning
3.
Concrete Mix Design, Code No. 21, All India Council for Technical
Education,
New Delhi
5 Environmental
Engineering – I (Revised)
Teaching Scheme: Examination scheme:
Lecture: 3 hours per week Theory paper: 100 marks
Practical: 2 hours per week Term Work: 25 marks
Practical & Oral: 50 marks
SECTION I
UNIT 1: (03)
Concept
of Green building- Energy efficiency, Energy budget & water budget, waste
recycling,
indoor air quality
UNIT 2: (05)
Sources
of water, quantity & quality of sources, demand of water, factors affecting
demand,
fluctuations in demand, rate of water consumption, design period &
population
forecast.
Water
quality parameters, characteristics & significance in water treatment,
drinking
water quality standards- BIS, WHO Standards.
UNIT 3: (09)
Intake
Works - concept & design of Intake well, Jack well, Pumps & Rising
mains,
Concept of water treatment:
Aeration- Types
of aerators, design of cascade aerator
Coagulation & Flocculation- factors affecting, destabilization of colloidal particles,
types
of dosing of coagulants, selection of coagulants, jar tests, design of rapid
mixer
& flocculator.
Sedimentation- Theory,
types of settling, types of sedimentation tanks, design
principles
& design, concept of tube & plate settler.
Filtration- Mechanism,
head loss development, negative head loss, Types of filters-
Slow
sand filter, Rapid sand filter, Multimedia & Pressure filter, operation
& design
of
slow sand rapid sand filter, rate control patterns.
Disinfection- Mechanism,
factors affecting disinfection, methods of disinfection,
chemistry
of chlorination, chlorination practices, points of chlorination, application
of
chlorine
UNIT 4: (03)
Water softening processes - lime-soda process, ion exchange
Demineralization - Reverse
osmosis, ion exchange, electro dialysis. Salient features
of
rural water supply scheme, Sequencing of treatment for various qualities of
surface
& ground water.
SECTION II
UNIT 5: (04)
Transmission
of water, pumping & gravity mains, choice of pipe materials, forces
acting
on pressure pipes, leakage & pressure testing of pipes, thrust block
design,
corrosion
types & control measures.
UNIT 6: (06)
Water
distribution systems, method of distributing water, layout pattern, basic
system
requirements for water distribution system, methods of network analysis:
equivalent
pipe method, Hardy-Cross method, design problem, concept of Newton
Rapson
method.
UNIT 7: (07)
Water
supply appurtenances- sluice valve, air relief valve, gate valve, non-return
valve,
scour valve, fire hydrants water meter, service connections, maintenance &
leak
detection of water distribution system.
Distribution
reservoirs & service storages- necessity, location, head requirement,
capacity
determination by analytical & graphical method.
TERM WORK:
A. Analysis of any
10 of the following test parameters for water
1.
pH
2.
Acidity
3.
Alkalinity
4.
Chlorides content
5.
Hardness – Total, temporary and permanent
6.
Turbidity
7.
Residual Chlorine
8.
Total dissolved solids through measurement of electrical conductivity
9.
Dissolved Oxygen
10.
Most Probable Number
11.
Optimum dose of alum by jar test.
12.
Fluorides & Nitrogen
13.
Iron and Manganese
B. Design/
Analysis problems on water treatment unit & distribution system.
C. Visit to a
water treatment plant
RECOMMENDED BOOKS:
1.
Manual of water supply and treatment by Government of India publication.
2.
Water and Waste water Technology by Mark J. Hammer / John Wiely and Sons.
3.
Introduction to Environmental Engineering by M. L. Davis and Davis A.
Cornwell,
Mc Graw Hill.
4.
Water supply and sewerage by T. H. McGhee.
5.
Introduction to Environmental Engineering & Sciences G. M. Master, Prentice
–
Hall.
6.
Environmental Engineering by Peavy.
7.
Water Supply Engineering by S. K. Garg, Khanna Publishers, New Delhi
8.
Water Supply Engineering by Dr. B. C. Punmia, Laxmi Publishers, New Delhi
9.
Water Supply Engineering by Dr. P. N. Modi, Standard Book House, New Delhi.
6. Building Planning & Design (Revised)
Teaching Scheme: Examination scheme:
Lecture: 2 hours per week Term Work: 50 marks
Drawing: 4 hours per week Oral Exam: 25 marks
SECTION I
Unit 1 (01)
Dimensions
& space requirement in relation to body measurements, space design
for
passage between walls, service access, stair, ramps, elevators
Unit 2 (16)
Planning
and Design, site selection, site layout for various types of building such
as:
a)
Educational buildings- Younger age range, middle age range, older age range,
School
for mentally retarded
b)
Building for health- Sanitorium, Hospitals
c)
Assembly buildings- Recreational Halls, Community halls, Cinema theatres,
Gymnasiums,
Restaurant, Temples, Dance halls, Clubs.
d)
Business and Mercantile buildings- Shops, Banks, Markets and Departmental
stores
e)
Industrial buildings- Factories, Warehouse
f)
Office and other buildings- Post offices, Administrative buildings etc.
g)
Buildings for transportation- Bus stations, Truck terminals
h)
Computer centers, service centers for communication and electronic media.
Unit 3 (05)
Elements
of perspective drawings, parallel perspective and angular perspective
Unit 4 (02)
The
nature of architecture – definition and scope of study, The aesthetic component
of
building, terms such as mass, space, proportion, Symmetry, balance,
contrast,
pattern.Integration of aesthetics and function, introduction to concept of
interior designing
TERMWORK
1.
Planning and designing of a Public building project for which minimum 5
imperial
size drawings shall be prepared covering scope of 1) Municipal drawing,
2)
Layout plan, 3) Plan giving details of water supply, drainage, Electrification,
furniture
layout etc.4) Elevation treatment
2.
Imperial size sheet/s for perspective view of the buildings planned above.
3.
Two alternative line plans on Graph paper of at least five remaining types of
buildings
(not covered in I) with merits and demerits.
4.
Two exercises on parallel and angular perspective of simple objects on half
imperial
sheets.
5.
Report for the building project stated in I, including necessary sketches and
design
details.
6.
Visit to a building complex and a report based on that.
7.
One exercise of preparing a plan and elevation on CAD.
1. Structural Mechanics-III (Revised)
Teaching Scheme: Examination scheme:
Lecture: 3 hours per week Theory paper: 100 marks
Practical: 2 hours per week Term Work: 25 marks
SECTION I
Unit 1 (3)
Concept
of Indeterminate structures, Degree of freedom, Degree of kinematic and
static
Indeterminacy, Methods of analysis and comparison of force and
displacement
methods.
Unit 2 (5)
Force Method: Consistent
deformation method, Fixed Beams & Propped cantilevers
with
uniform section, Yielding of Supports.
Unit 3 (3)
Force Method: Clapeyron’s
theorem of three moments, Continuous beams, Sinking
of
supports.
Unit 4 (8)
Force Method: Energy
Theorems, Betti’s Law, maxwell’s reciprocal theorem,
Castigliano’s
theorem and Unit Load method. Statically indeterminate beams,
trusses,
portal frames, two hinged arches. (Degree of S.I. < 2)
SECTION II
Unit 5 (6)
Displacement method: Slope
deflection equation method, Modified slope deflection
equation,
sinking of supports, Application to beams, Portal frames without and with
sway.
(Degree of S.I. < 2)
Unit 6 (6)
Displacement method: Moment
distribution method, Sinking of supports,
Application
to beams, portal frames without and with sway. Symmetry and
ansymmetry
(Degree of S.I. < 2)
Unit 7 (4)
Flexibility method: flexibility
coefficients, Development of flexibility matrix,
Analysis
of beams and portals (Degree of S.I. < 2)
Unit 8 (4)
Stiffness method: stiffness
coefficients. Development of stiffness matrix, Analysis
of
beams and portals (Degree of S.I. < 2)
TERMWORK
Term
work shall consist of minimum eight assignments based on above syllabus
with
at least three problems from each unit.
RECOMMENDED BOOKS
1.
Analysis of Structures- Vol.II by Vazirani & Ratwani
2.
Basic Structural Analysis by C.S.Reddy. Tata McGraw-Hill pub.
3.
Theory of Structures by S.P. by Timoshenko & Young.
4.
Structural Analysis by G.S.Pandit.
5.
Structural Analysis- Matrix approach by Pandit & Gupta.
6.
Mechanics of Structures- Vol.II by S.B.Junnarkar
7.
Matrix analysis of structures by Gere & Weaver.
8.
Indeterminate structural analysis by C.K. Wang.
2 Geotechnical
Engineering - II (Revised)
Teaching Scheme: Examination scheme:
Lecture: 3 hours per week Theory paper: 100 marks
Practical: 2 hours per week Term Work: 25 marks
SECTION I
UNIT 1: (05)
Soil & Rock Exploration: Necessity, Planning, No & depth of bore holes,
Exploration
Methods- auger boring (hand and continuous flight augers), and wash
boring,
rotary drilling. Soil sampling- disturbed and undisturbed, Rock drilling and
sampling,
Mechanical properties of rock, modes of failure, behavior of rocks in
uniaxial
compression, tensile strength of rocks, Core barrels, Core boxes,core
recovery,
RQD.
UNIT 2: (04)
Stability of Slope: Slope
classification, slope failure, modes of failure. Infinite slope
in
cohesive and cohesion less soil, Taylor’s stability number, Friction circle
method,
Landslides.
UNIT 3: (07)
Bearing Capacity Evaluation: Definitions, Modes of failure, Terzaghi’s bearing
capacity
equation with derivation, I.S. Code method of bearing capacity evaluation
&
computation, Effect of various factors on bearing capacity, Effect of water
table,
eccentricity
of load bearing capacity evaluation from Plate load test, S.P.T. (By
Terzaghi’s
equation & I.S. Code method) and pressuremeter tests with detailed
procedure
UNIT 4: (04)
Foundation Settlement: Immediate
settlement- computations from I.S. 8009-
1976
(Part I) approach and from Plate load test observations, consolidation
settlement
computations, total, differential settlement, Tolerable settlement,
Angular
distortion.
SECTION II
UNIT 5: (05)
Shallow Foundation: Types
and their selection, minimum depth of footing,
Assumptions
& limitations of rigid design analysis. Design of Isolated, combined,
strap
footing (Rigid analysis), Raft foundation (elastic analysis), floating
foundations
(R.C.C.
Design is not expected)
UNIT 6: (06)
Pile Foundation: Classification
and their uses, single pile capacity evaluation by
static
and dynamic methods, pile load test. Negative skin friction, Group action
piles,
spacing of piles in a group, Group efficiency. Under reamed piles – equipment,
construction
and precautions
UNIT 7: (05)
Well, Caissons Foundation and Cofferdams: Element of wells, types, methods of
construction,
tilt and shift, remedial measures.
Pneumatic caissons: sinking
method- Sand island method, Caisson disease. Types
and
material used for sheet piling, Illustrative use of sheet pile walls,
Anchorages
for
sheet piling, Design of anchored sheet pile by free earth support method.
Common
types of cofferdams, Soil pressure distribution, Braced cofferdam.
UNIT 8: (04)
Modern Foundation Techniques: Anchoring of foundation, Stone columns,
Vibroflotation,
Preloading technique, Civil engineering application of geo synthetics,
geo
textile & geo membrane. Precast bored piles, Jet grouting.
TERM WORK:
1.
Design Problema.
Bearing
capacity calculation by various method
b.
Settlement calculations
c.
Design of shallow foundation
d.
Pile and Pile group
e.
Stability analysis
2.
Visit to foundation construction sites and preparation of the report.
RECOMMENDED BOOKS:
1.
Foundation Engineering by B.J. Kasamalkar
2.
Soil Mechanics and Foundation Engg. by V.N.S.Murthy
3.
Soil Mechanics and Foundation Engg. By K.R.Arora
4.
Soil Mechanics and Foundation Engg. by B.C. Punmia
5.
Foundation design manual-Dr. N.V. Nayak. Dhanpat Rai and Sons
6.
Foundation Engineering by S.P.Brahma
7.
Principles of Geotechnical Engg. By Braja Das
8.
Foundation analysis & design by J.E.Bowles
9.
Foundation design by W.C.Teng
3. Engineering
Management (Revised)
Teaching Scheme: Examination scheme:
Lecture: 4 hours per week Theory paper: 100 marks
Practical: 2 hours per week Term Work: 25 marks
Oral Exam: 25 marks
SECTION I
UNIT 1: (10)
1.
Principles Of Management (by Henry Fayol)
2.
Functions Of Management:
a)
Planning – Nature, Process and Importance of Planning,
b)
Organizing – Types, Organization Charts, Site Layout.
c)
Staffing – Introduction
d)
Directing, Co-Ordination, Communication, Motivation and Controlling.
3.
Decision Making- process; Decision Tree
4.
Liner Programming – Graphical Method, Introduction of Simplex Method,
Transportation
Problem And Assignment Problem, Sensitivity Analysis
(Concept
Only)
UNIT 2: (10)
1.
Project Management – Objectives, Agencies, Phases; Work Breakdown Structure.
2.
Project Planning - Bar Chart, Mile Stone Chart, CPM
3.
Development of CPM Network – Time Estimates, Floats, Critical Path.
4.
Network Compression, Resource Allocation, Network Updating
UNIT 3: (06)
1.
PERT - Concept of Probability, Normal and Beta Distribution, Time Estimates,
Slack,
Probability of Project Completion
2.
Precedence Network: Concept
3.
Introduction to Work Study.
SECTION II
UNIT 4: (14)
1.
Engineering Economics –
(a)
Introduction, Importance.
(b)
Time Value of Money, Equivalence, Tangible and Intangible Factors,
2.
Economic Comparisons-
(c)
Present Worth Method, Equivalent Annual Cost Method, Capitalized Cost
Method,
Net Present Value, Rate of Return, Benefit Cost Ratio, Payback
Method
(d)
Linear Break Even Analysis.
UNIT 5: (06)
1.
Site Layout – Factor Affecting, Typical Layout of few Major Construction
Projects.
2.
Legal Aspects:
a.
Child Labour Act.
b.
Workmen’s Compensation Act.
c.
Minimum Wages Act.
UNIT 6: (06)
Resource
Management:
1.
Material Management – Objectives, Functions
2.
Inventory Control- Necessity, Techniques Such As ABC, EOQ Analysis,
Safety
Stocks
3.
Queuing Theory
TERMWORKS
1.
At least TWO assignments based on each unit.
2.
Visit report covering Project Management and Site Layout
RECOMMENDED BOOKS
1.
Engineering Management – Stoner
2.
Principles of Management – Davar
3.
A Text book of Management – A.S.Deshpande
4.
Essentials of Management – Koontz, Dounell and Weigrick
5.
Management and Organization by Kast and Rosinweig – Tata McGraw Hill
publication.
6.
Operation Research – S.H.Deshpande
7.
Operation Research – Wagner Wikey Easter Ltd., new Delhi
8.
Quantitative Techniques in Management – Vol. I, L.C.Zhamb
9.
Material Management – Gopal Krishnan, Sdueshan
10.
Executive Decisions & Operation Research by Miller and Stars, Prentice Hall
of
India,
Publisher.
11.
Principles of Construction Management by Roy Pilcher.
12.
Project Cost Control in Construction by Roy Pilcher.
13.
C.P.M. in Construction Practice by Antill and Woodhead.
14.
Management and Engineering Economics by G.A.Taylor.
15.
Engineering Economics – Layland Blank and Torquin.
16.
Project Management by Naik
17.
Work Study by O.P.Khanna
18.
CPM PERT – Srinath
19.
CPM PERT – B.C.Punmia
4. Water
Resources Engineering -II (Revised)
Teaching Scheme: Examination scheme:
Lecture: 3 hours per week Theory paper: 100 marks
Practical: 2 hours per week Term Work: 25 marks
Oral Exam: 25 marks
SECTION I
UNIT 1: (05)
Planning of Reservoirs: Storage Calculations, Control levels, silting of reservoirs,
Losses
in reservoirs
Dams: Introduction,
necessity, types of dams, selection of site for dams, selection of
type
of dam. Introduction to Instrumentation in dams
UNIT 2: (05)
Earth dam: Components
and their functions check list for design control of seepage
through
earth dam and foundation stability of slopes, slip circle methods, filters in
earth
dam and their design, drainage of earth dam, construction of earth dam.
UNIT 3: (07)
Gravity Dams: Forces
actingon dam, design criteria, theoretical and practical
profile,
high and low dam,stability calculations, methods of construction, galleries
and
joints in dams. Arch dams – types, layouts of constant angle and constant
radius
arch dams
UNIT 4: (04)
Spillway: Necessity
and function components of spillway, different types, factors
affecting
choice of type of spillway. Elementary hydraulic design, types of energy
dissipation
arrangements, gates for spillway.
Outlets in Dams: Outlets
through concrete and earth dams, different types,
determination
of important control levels, choice of type of energy dissipation in
outlets
transition.
SECTION II
UNIT 5: (04)
Diversion
Head Works: Introduction, types, component parts, Causes of failure and
remedies
Introduction
to Theory of seepage - Bligh's creep theory, exit gradient, Khosla's
theory,
UNIT 6: (07)
Canals: Types,
alignment, Kennedy’s and Lacey’s silt theories, typical sections of
canals,
balancing depth, canal lining - purpose, types, selection and economics.
Canal
structures (Introduction)
C.D. Works: Necessity,
aqueduct, culvert, super passage, level crossing,
Canal Regulatory Works: head regulator, cross regulator, canal siphon, canal fall,
canal
escape, standing wave flume.
UNIT 7 (04)
River Engineering: Classification
and types of rivers, meandering phenomenon,
River training works: Classification,
Types, Design considerations for Guide banks
and
Groynes, River navigation.
Interlinking
of rivers, National perspective plan, Himalayan and peninsular river
Component
UNIT 8: (04)
Elements of hydro-power: Water power, importance, types of water power plants,
layout
and components of each type. Intakes, conveyance system, surge tanks,
Power
house types, Components and layout, Tail race.
TERM WORK:
Minimum
seven assignments from of the following
1.
Determination of height of dam: demand/supply reservoir calculation and
control
levels and free board.
2.
Design of gravity dam: Elementary and practical profile with stability
calculations
3.
Design of earth dam:
a.
Determination of section - one slip circle calculations.
b.
Design of filters.
4.
Spillway: Design of spillway, geometrical section, energy dissipation
arrangement
and gates.
5.
Outlet through earth dam and masonry dam, layout
6.
Arch dam: Layout of constant angle and constant radius.
7.
Typical section of Weir / Barrage
8.
A typical layout of Hydropower plant and its functioning
9.
Design of one canal structure / cross drainage work
10.
Report based on field visits to irrigation and water power engineering project.
RECOMMENDED BOOKS:
1.
Priyani, 'Irrigation and water power', Charotar Publication, Anand.
2.
Punmia, 'Irrigation and water power engineering', 1986, Standard Pubilcations,
New
Delhi.
3.
U.S.B.R, Oxford and IBH Publ. Co.. 'Design of small dams'
4.
Justinn, Creager and Hinds,'Engg. For Dams. Vol. I, II,III'
5.
Bharat Singh,'Irrigation'. New Chand and Bros., Roorkee.
6.
Varshney and Gupta, 'Irrigation Engg. Vol. 1'. Nemchand Publisher
7.
Leliavsky,'Design of hydraulic structures'.
8.
S. K. Garg, “Irrigation Engg.”
9.
River Behaviour and Management and Training, - CBIP publication
5. Environmental
Engineering – II (Revised)
Teaching Scheme: Examination scheme:
Lecture: 3 hours per week Theory paper: 100 marks
Practical: 2 hours per week Term Work: 25 marks
SECTION I
UNIT 1: (03)
Components
of wastewater flows, wastewater sources and flow rate, Variations in
flow
rates and strength, wastewater constituents, Characteristic of Municipal waste
water,
Problems on B.O.D. calculations, Quantity of storm water, Ground water
infiltration.
Sewerage
system, Types, Layout, Types of sewers, Collection system,
Appurtenances,
Design of sanitary and storm water sewers, Maintenance of
sewerage
systems Sewage and Sludge pumping, Location, Capacity, Types of
pumps,
Pumping station design
UNIT 2: (05)
Primary
Treatment-Screening, comminuting, Grit removal, Oil and Grease trap
Primary
settling tank. Secondary Treatment-Activated sludge process, Process
design
and operating parameters, modification of ASP, Operational problems,
Concept
of trickling filter, Secondary Settling Tank
UNIT 3: (09)
Sludge
characteristics, Treatment and disposal, Concept of anaerobic digestion,
types
of reactors. Low cost wastewater treatment methods-Principles of waste
stabilization
pond. Design and operation of oxidation pond, aerobic & anaerobic
Lagoons,
Aerated Lagoon, Oxidation ditch, Septic tank. Selection of alternative
Treatment
process flow sheets, Concept of recycling of sewage
UNIT 4: (03)
Stream
pollution, Self Purification, DO sag curve, streeter Phelp’s Equation, Stream
classification,
disposal of waste water methods, effluents standards for stream and
land
disposal as per MPCB and CPCB standards
SECTION II
UNIT 5: (04)
Solid
waste management-Solid wastes Definition, Types, Sources, Characteristics,
Functional
outlines-storage, Collection, Processing techniques, Methods of
treatment
of solid waste-Composting, Incineration, Pyrolysis and Sanitary land
filling.
Concept of Hazardous waste management
UNIT 6: (06)
Air
Pollution-Definition, Sources and classification of pollutants, Effects on man
material
and vegetation, Introduction to Meteorological aspects such as
atmospheric
stability, mixing heights, and plume behavior. Control of industrial air
pollution,
Settling Chamber, Bag Filters, Cyclone separators, Scrubbers,
Electrostatic
precipitators, Introduction to global issues – Global warming, Acid
rain,Ozone
depletion, Photochemical Smog, Carbon credits Control of vehicular
pollution.
Air quality standards
UNIT 7: (07)
Noise
Pollution-Decibel scales, Noise characteristics and measurements, Levels of
noise
and standards, control measures of community and industrial noise.
Introduction
to Environmental Impact Assessment and Environmental Legislation
TERM WORK:
Term
work shall consist of the following:
A.
Characterization of Municipal Waste water (Any 5 of the following):
1.
pH
2.
Alkalinity
3.
Solids
4.
Chlorides
5.
DO
25
6.
BOD
7.
COD
8.
Sulphates
9.
Oil & grease
10.
Volatile acids
B.
Demonstration of HVS and Auto exhaust analyzer.
C.
Design of sewerage system and treatment system for a small urban area
D.
Visit to sewage treatment plant.
RECOMMENDED BOOKS:
1.
Peavey, H. S. Rowe, D.R., Environmental Engineering, McGraw-Hill Book
Company.
2.
Waste water Engineering, P. N. Modi.
3.
Viessman W. and Hammer M.J. Water supply and pollution Control, Harper
Collins
College publishers.
4.
Hammer M.J. Water and Waste water Technology, Prentice-Hall of India
Private
Limited.
5.
Water Supply & Sanitary Engineering, G. S. Birdie, Dhanpat Rai & Sons,
New
Delhi.
6.
Manual on sewerage and sewage Treatment-Government of India Publication.
7.
Masters. G. M. Introduction to Environmental Engineering and Science.
8.
Rao. M. N. and Rao H.V. Air pollution, Tata McGraw Hill, 1990.
9.
Canter, Environmental Impact Assessment, TMH Publication.
10.
Manual on Municipal Solid Waste Management, Ministry of Urban Development
Govt.
of India.
6. Structural
Design & Drawing – I (Revised)
Teaching Scheme: Examination scheme:
Drawing: 4 hours per week Term Work: 50 marks
Oral Exam: 25 marks
The
term work shall consist of detailed structural design and drawing of the
following
steel structure along with necessary drawings.
1. INDUSTRIAL SHED:
Roof
truss, Gantry girder, Roof and gantry columns, bracing system, column
bases.
2. ANY ONE of the following:
(1) BUILDING FRAMES:
Secondary
and main beams, column and column bases, beam- to- beam
connection,
column- beam connection, design of typical members.
(2) FOOT BRIDGE:
Influence
lines, cross beam, main Truss, Raker, joint details, support details.
(3) PLATE GIRDER:
Design
of welded plate girder
Note:
Analysis
results of the first problem shall be compared with the results by any
standard
software package.
7. Seminar
(Revised)
Teaching Scheme: Examination scheme:
Practical: 2 hours per week Term Work: 50 marks
The
topic for the Seminar may be related to Civil Engineering area and
interdisciplinary
area related to Civil Engineering such as –
1.
Structural Engineering
2.
Concrete Technology
3.
Environmental Engineering
4.
Geotechnical Engineering
5.
Transportation Engineering
6.
Infrastructural Engineering
7.
Water Resources Engineering
8.
Town & Country Planning
9.
Construction Engineering
10.
Surveying & Remote Sensing Techniques
11.
Project Management
12.
Legal Aspects in Civil Engineering
13.
Earthquake Engineering
14.
Disaster Management
7. b) Vacation
Field Training (Revised)
Examination scheme:
Term Work: 25 marks
ASSESSMENT ON VACATION FIELD TRAINING (20 DAYS)
The
students are required to undergo rigorous field training in Civil Engineering
for
20 days at the end of 6th &
7th semester
and before the commencement of 8th
semester.
Students shall submit the report of the field training taken and necessary
certificate
from the organization where such training is undertaken.
The Report Should Consist:
1.
Daily Material Consumption Report
2.
Daily Work Progress Report
27
3.
Daily Muster of Labours on Site
4.
Site Layout
5.
Site Details (Includes Plan)
6.
Bar Chart of Work Done
Note: Evaluation
of Report by External Examiner from other college should be
done
at the end of 8th semester
Shivaji
University, Kolhapur
Equivalences of T.E. Civil for
repeater students
Revised Subject Pre Revised
Subject Equivalence
1) Design of Steel Structure
Design of Steel Structure
2) Geotechnical Engineering -I
Geotechnical Engineering-I
3) Water Resources Engineering –
I Water Resources Engineering – I *
(college level exam)
4) Concrete Technology Concrete
Technology
5) Environmental Engineering - I
Environmental Engineering - I
6) Building Planning & Design
No Exam
7) Structural Mechanics - III
Structural Mechanics - III
8) Geotechnical Engineering -II
Geotechnical Engineering -II
9) Engineering Management –II
Engineering Management-II
10) Water Resources Engineering –
II Water Resources Engineering – I *
(college level exam)
11) Environmental Engineering -
II Environmental Engineering - II
12) Structural Design &
Drawing -I Structural Design & Drawing –I
* WREI & WRE-II exam to be conducted at college
level
