INTEGRAL UNIVERSITY

LUCKNOW

SYLLABUS

OF

IInd

Year (III

rd Semester & IV

th Semester)

B.TECH

CIVIL ENGINEERIG

STUDY & EVALUATION SCHEME Branch: Civil Engineering

Year – II Semester - III

SL.

NO

.

CODE

NO.

NAME OF SUBJECT PERIODS EVALUATION SCHEME SUBJECT

TOTAL L T P SESSIONAL EXAM EXAM. ESE

CT TA TOTAL 1. IMA-301 Mathematics-III* 3 1 0 30 20 50 100 150

2. ICE-301 Fluid Mechanics 3 1 0 30 20 50 100 150

3. ICE-302 Basic Surveying 3 1 0 30 20 50 100 150

4. ICE-303 Building Material and

Construction

3 1 0 30 20 50 100 150

5. ICE-304 Strength of Material 3 1 0 30 20 50 100 150

6.

ICS-

305/IHU-

301

**Cyber Law & Information

Security/ ***Disaster

Management

2 1 0 15 10 25 75 100

7. IHU-303 ****Human Values &

Professional Ethics 3 0 0 0 0 0 50 50

PRACTICAL / DRAWING/DESIGN

1. ICE-351 Fluid Mechanics Lab 0 0 3 10 10 20 30 50

2. ICE-352 Basic Survey Field Work 0 0 3 10 10 20 30 50

3. ICE-353 Building Planning & Drawing 0 0 3 10 10 20 30 50

4. ICE-354 Material Testing Lab 0 0 3 10 10 20 30 50

5. GP-301 General Proficiency --- --- --- --- --- 50 --- 50

Total 20 6 12 1100

Total Load = 35 NOTE : Duration of ESE shall be 03(three) hours per subject

*Taught by Mathematics Department (Applied Science) ** Taught by CS Department *** Taught by MBA Department**** ****Compulsory to be cleared with minimum 50% marks **,***,****(Duration of ESE shall be of 2 Hours)

STUDY & EVALUATION SCHEME

Branch: Civil Engineering

Year – II Semester - IV SL.

NO.

CODE

NO.

NAME OF SUBJECT PERIODS EVALUATION SCHEME SUBJECT

TOTAL L T P SESSIONAL EXAM EXAM. ESE

CT TA TOTAL

1 IMA-401 *CBNT 3 1 0 30 20 50 100 150

2 ICE-401 Hydraulic & Hydraulic

Machines 3 1 0 30 20 50 100 150

3. ICE-402 Advance Surveying 3 1 0 30 20 50 100 150

4. ICE-403 Concrete Technology 3 1 0 30 20 50 100 150

5. ICE-405 Structural Analysis-I 3 1 0 30 20 50 100 150

6

ICS-

405/IHU-

401

**Cyber Law & Information

Security/ ***Disaster

Management

2 1 0 15 10 25 75 100

7 IHU-403 ****Human Values &

Professional Ethics 3 0 0 0 0 0 50 50

PRACTICAL / DRAWING/DESIGN

1 IMA-451 CBNT Lab 0 0 3 10 10 20 30 50

2. ICE-451 Hydraulic & Hydraulic

Machines Lab

0 0 3 10 10 20 30 50

3. ICE-452 Advance Survey Field Work 0 0 3 10 10 20 30 50

4. ICE-453 Concrete Technology Lab 0 0 3 10 10 20 30 50

5. GP-401 General Proficiency --- --- --- --- --- 50 --- 50

Total 20 6 12 1100

Total Load = 35

TA- Teacher Assessment: ESE – End Semester Examination : CT- Cumulative Test

Note : Duration of ESE shall be 03 (Three) hours per subjects

*Taught by Mathematics Department (Applied Sciences)

**Taught by CS Department

***Taught by MBA Department

**,***,****(Duration of ESE shall be of 2 Hours)

FLUID MECHANICS

ICE-301

L T P

3 1 0

UNIT – 1

Introduction: Fluid and continuum, physical properties of fluids, ideal and real fluids, Newtonian and

Non-Newtonian fluids, measurement of surface tension. [3]

Fluid Statics: Pressure-density-height relationship, measurement of pressure, manometers, pressure on

plane and curved surfaces, centre of pressure, buoyancy, stability of immersed and floating bodies, fluid

masses subjected to uniform acceleration [5]

UNIT – 2

Kinematics of Fluid Flow: Steady and unsteady, uniform and non-uniform, laminar and turbulent flows,

one, two and three dimensional flows, streamlines, streak lines, and path lines, continuity equation,

rotation and circulation, elementary explanation of stream function and velocity potential, graphical and

experimental methods of drawing flow nets. [3]

Dynamics of Fluid Mechanics: Euler’s equation of motion along a streamline, Bernoulli’s equation from

Euler’s equation. Application of Bernoulli’s equation- Pitot Tube, flow through orifice, mouthpieces,

nozzles, notches, weirs, Venturimeter, Orifice meter, sluice gates under free and submerged flow

conditions. Aeration of nape, cavitations, free and forced vortex, momentum equation and its application

to stationary and moving vanes, pipe bends, and problems related to combined application of energy and

momentum equations, flow measurements, determination of Cv, Cc and Cd, energy loss. [5]

UNIT – 3

Dimensional Analysis and Hydraulic Similitude: Dimensional analysis, Buckingham’s π theorem,

important dimensional numbers and their significance, similitude, similarity laws, geometric, Kinematics

and dynamic similarity, model studies. [4]

Laminar Flow: Equation of motion for laminar flow through pipes, Stoke’s Law, flow between parallel

plates, flow through porous media, Fluidization, measurement of viscosity. [4]

UNIT – 4

Turbulent flow: Transition from laminar to turbulent flow, equation for turbulent flow, eddy viscosity,

mixing length concept and velocity distribution in turbulent flow, Hot-wire anemometer and LDA. [3]

Boundary layer Analysis: Boundary layer thicknesses, boundary layer over a flat plate, laminar

boundary layer, application of momentum integral equation, turbulent boundary layer, laminar sub-layer,

smooth and rough boundaries, atmospheric boundary layer, local and average friction coefficient,

separation of boundary layer and its control, measurement of shear. [5]

UNIT – 5

Flow Past Submerged Bodies: Drag and lift, drag on sphere, Cylinder and disc, lift, Magnus effect and

circulation. [2]

Pipe Flow: Nature of turbulent flow in pipes, equation for velocity distribution over smooth and rough

surfaces, resistance coefficient and its variation, flow in sudden expansion, contraction, diffusers, bends,

valves and siphons, concept of equivalent length, branched pipes, pipes in series and parallel, simple

networks. [4]

Compressibility Effects in Pipe Flow: Transmission of pressure waves in rigid and elastic pipes;

Water hammer, analysis of simple surge tank excluding friction. [2]

REFERENCES:

1. Fluid Mechanics and Hydraulic Machines by R. K. Bansal, Laxmi Publication

2. Fluid Mechanics and Hydraulic Machines by R.K. Rajput, S.Chand Publication

3. Fluid Mechanics and Hydraulic Machines by K. Subramanya, Tata McGraw Hill Limited.

4. Mohanty, A.K, “Fluid Mechanics, Second Edition, Prentice-Hall of India, New Delhi.

5. S.K. Agarwal: Fluid Mechanics and Machinery, TMH.

6. Grade,R.J and A.G Mirajgaoker, ‘Engineering Fluid Mechanics (including hydraulic Machines),

Second Edition, Nem Chand and Bros., Roorkee,1983.

7. Grade,R.J ‘Fluid Mechanics through problems.’, Wiley Eastern Limited, New Delhi, 1989

8. Hunter Rouse,” Elementary Mechanics of Fluid”, John Wiley & Sons. Omc/.1946

9. L.H. Shames, “ Mechanics of fluids”. McGraw Hill, Int. Student Education.

10. Fluid Mechanics by Jagdish Lal.

11. Vijay Gupta and S.K.Gupta,” Fluid Mechanics and its applications”, Wiley Eastern Limited.

12. Fluid Mechanics by Modi and Seth

13. Fluid Mechanics and Hydraulic Machines by M.Z.Khan, I.K Publication

14. Som and Biswas: Introduction to Fluid Mechanics and Machines, TMH.

15. Fluid Mechanics and Fluid Power Engineering by. D.S.Kumar

BASIC SURVEYING

ICE-302

L T P

3 1 0

UNIT – 1

Introduction: Importance of surveying to Engineers- Examples from different branches; plane and

Geodetic Surveying, Control points, Classification of surveys, Methods of location a point, Sources and

Types, principles of working from whole to part, Organization of field and office work, Conventional

signs, Surveying instruments, their care and adjustment. [3]

Measurement of Distances: Principles of different methods and their accuracies, Measurement by chain

and tape . Source of errors and precautions, Corrections to tape measurements, Field problems, Use and

adjustment of auxiliary instruments, Modern trends EDM and Total Station. [5]

UNIT – II

Measurement of Angles and Directions: Reference meridians, Bearing and azimuths, Magnetic

declination and its variations. Use and adjustment of compass, Vernier and microptic theodolites,

Temporary and permanent adjustments, Requirements of nonadjustable parts, Measurement of horizontal

and vertical angles by different methods. [8]

UNIT – III

Traversing : Principles of traversing by compass and theodolite, Field work and checks, Computation of

coordinates, Sources of errors, precision of traversing, checking and adjusting of traverses, Omitted

measurements. [4]

Tachometry : Definitions, principles of stadia systems, Instrument constants Substance and Tangential

system, Construction and use of Reduction Tachometers, Range Finders, Errors and precision. [4]

UNIT – IV

Measurement of Elevations: Different methods of determining elevations: Spirit, Trigonometric,

Barometric and photogrammetric methods, Spirit leveling- Definitions of terms, principle, Construction,

Temporary and permanent adjustment of levels. Sensitivity of bubble tube, Automatic levels, Levelling

staves, Methods of spirit leveling Booking and reduction of fields notes , Curvature and refraction,

Reciprocal leveling, plotting of profiles, Barometric leveling , Construction and field use of altimeter.

Trigonometric leveling- simple and reciprocal observations, sources of errors and precision of leveling

procedures. [8]

UNIT- V

Contouring: methods of relief representations, Definition and characteristics of contours. Use of contour

maps, Direct and Indirect methods of contouring. [5]

Sheet Numbering System: CIM and I and A.C series, Scales and Numbering of Indian Topographic

maps [3]

REFERENCES :

1. Agor, R, “Surveying” , Vol. I & II, Khanna publications, Delhi, 1995.

2. Arora, K,R., “Surveying “, Vol. I & II , Standard Book House, Delhi, 1993.

3. Bannister, A. and baker, R., “ Solving problems in Surveying “ Longman Scientific Technical

, U.K.,1994.

4. Kennie, T.J.M. and petrie, G., “Engineering Surveying Technology” , Blackie & Sons Ltd.,

London, 1990.

5. Punmia, B.C., “Surveying” Vol. I & II Laxmi publications, New Delhi- 1996.

6. Duggal S.K., Surveying Vol . I and II TMH

7. Basak, Surveying TMH.

8. Kanetkar, Surveying.

BUILDING MATERIALS & CONSTRUCTION

ICE-303

L T P

3 1 0

UNIT – I & II

Building Materials: Classification, properties and selection criteria of Bricks, Stone, Lime, Timber,

Plywood, Glass, plastics, P.V.C. Steel, Aluminum, Gypsum, pozzolana, Asphalt, Bitumen and Tar,

Metals, insulating material.

Mortar: Types, classification and strength, I.S. specifications [16]

UNIT – III

Building Construction : Classification of buildings, Recommendations of NBC, Building byelaws,

modular co-ordinations; orientation of buildings, desirable conditions of comforts, and components of

building area considerations. Types of foundations and selection criteria, causes of unequal settlement [4]

Brick masonry, stone masonry, bonds. Types of walls, partition and cavity walls, Drainage system in

buildings [4]

UNIT – IV

Prefabricated construction. Plastering and pointing, Damp Proofing Materials and techniques, Anti-

termite treatment. [2]

Types of floors, construction details and selection criteria [2]

Types of Roofs and roof covering, treatment of water proofing. [2]

Doors and Windows: Sizes and locations, materials. [2]

UNIT – V

Stair and Staircases; types, materials, proportions. [2]

Lifts and escalators, White washing, colour washing, painting, distempering. [2]

Shuttering, Scaffolding and centering, Expansion and Construction joints. [2]

Sound and fire proof construction, I.S. specifications. [2]

REFERENCES:

1. Jha. J. & Sinha S.K. ,”Building Construction”, Khanna Publishers, Delhi,1977

2. Arora,S.P & Bindra S.P.,” A text book of building Construction”, Dhanpat Rai & Sons.,Delhi

1977.

3. Kulkarni,C.J, “ A text book of Engineering Material”, Ahmedabad Book Depot,

Ahmedabad,1968.

4. Kulkarni,C.J, “ A text book of Engineering Construction”, Ahmedabad Book Depot,

Ahmedabad,1968.

5. Kumar Sushil, “Engineering Material”, Standard Publishers Distributors, Delhi, 1944.

6. Kumar Sushil, “Engineering Construction”, Standard Publishers Distributors, Delhi, 1944.

7. McKay W.B. ,”Building Construction”, Vol. 1 to 4, Orient Longman ltd., Hyderabad, Bombay,

Madras, Delhi, Vol. 1 & 2-1955, Vol. 3-1996, Vol.4- 1998.

8. Punmia, B.C., “A Text book of Building Construction”, Laxmi Publications, Delhi, Madras, 1987.

9. Singh Surendra,”Engineering Materials”, Konark Publishers Pvt. Ltd., 1994

10. Civil Engg. Materials, TTTI Chandigarh, Tata MeGraw, New Delhi.

STRENGTH OF MATERIALS

ICE-304

L T P

3 1 0

UNIT – I

Stress and Strain: Concept of stress and strain relationship, Ductility, Toughness, Elastic constants,

Hardness, Brittleness, Tension, Compression, Shear, and Elongation, Concept of thermal stresses [5]

Principal stresses: Stress transformation, Application of Mohr’s circle in stress analysis [3]

UNIT – II

Bending of Beams: Review of bending of beams, shear forces & bending moment diagrams for statically

Determinant Beams, Shearing and bending stresses in beam section. [5]

Torsion of Shafts: Torsion of circular shaft, combines bending and torsion in shafts. [3]

UNIT – III

Strain energy and impact loading: Concept of strain energy or resilience, Strain energy in simple

tension and compression, Stress due to different types of loading. [4]

Theories of Failure: Various Theories of failure and their comparison. [4]

UNIT – IV

Deflection of beams: Deflection of beams, Integration method, Macaulay’s method, Area Moment

method, Conjugate Beam method. [4]

Columns and Struts: Theory of columns & struts, Elastic stability, End conditions, Effective length and

Buckling load, Euler’s and Rankine’s formulae and their limitations. [4]

UNIT – V

Thin Cylinders: Theory of thin cylinders subjected to pressure, expression for hoop stress and

longitudinal stress, Design of thin cylinders, Thin walled pressure vessels and uniform torsion. [4]

Thick Cylinders and Spherical Shells: Stresses and strain in thick shells/cylinder subjected to pressures,

compound cylinders press fits on solid shaft. [4]

REFERENCES:

1. Strength of materials by Ryder.

2. Strength of materials by Singer.

3. Strength of materials by Timoshenko.

4. Engg. Mechanics of solids by Popov.

5. Mechanics of materials by Bear Johnson.

6. Strength of materials by R.K. Rajput.

7. Strength of materials by Ramamurtham& Narain.

FLUID MECHANICS LAB

ICE-351

L T P

0 0 3

1. To determine experimentally the meta-centric height of a ship model.

2. To verify the Bernoulli’s equation experimentally.

3. To verify the Momentum equation experimentally.

4. To determine the coefficient of discharge of an orifice meter of a given shape. Also, to determine the

coefficient of velocity and the coefficient of contraction of the orifice meter.

5. To plot flow net using the Helleshaw apparatus.

6. To calibrate an venturimeter and study the variation of the coefficient of discharge with the Reynolds

number.

7. To study the transition from laminar to turbulent flow and to determine the lower critical Reynolds

number.

8. To determine the coefficient of discharge through rectangular and triangular notch.

9. To study the variation of friction factor ‘f’, for turbulent flow in smooth and rough commercial pipes.

10. To determine the loss coefficients for the pipe fittings.

11. To study the flow behavior in a pipe bend and to calibrate the pipe bends for discharge measurement.

BASIC SURVEY FIELD WORK

ICE-352

L T P

0 0 3

1. Study of different levels and leveling staff. Practice for temporary adjustments. To find out the

reduced level of given points using Dumpy level. (Reduction by height of collimation method).

2. Study of a tilting (I.O.P) level and to find out the reduced levels of given points. (Reduction of

data by rise and fall method)

3. Visit to lab for the study of;

a. Map in the making – survey of India Publication

b. Conventional symbol charts and Different types of Maps.

4. To establish a bench mark by check leveling with a I.O.P level and closing the work, the starting

bench mark.

5. To perform fly leveling with a I.O.P level.

6. To draw the longitudinal and cross sectional profiles along a given route.

7. Study and use of different types of Microptic Theodolite and total station.

8. Practice for temporary adjustments of a Vernier Theodolite and taking horizontal and vertical

angular measurements by Reiteration method.

9. i) Measurement of a horizontal angle by Repetition method at three zeros and four repetitions

ii) Determination of elevation and horizontal distance of a given point using Substance Bar and

Vernier Theodolite.

10. Determination of the Tacheometric constants of a given Theodolite.

11. To determine the gradient, the bearing of a given traverse using prismatic compass and plotting of

the traverse.

12. Establishment of a given traverse using Tachometric method.

13. Determination of elevations of a given point by Trigonometric leveling.

Building Planning and Drawing

ICE-353

L T P

0 0 3

1. Symbols used in civil engineering drawing.

2. Doors, Windows and Staircases.

3. Masonry Bonds.

4. Plumbing and Electrical Fitting drawing.

5. Comprehensive drawing of residential building, ( layout, plan, elevation & sectional elevation,

plumbing and electrical fittings layout.)

6. Preparation of layout planning for different civil engineering projects.

7. Preparation of layout plan/ maps and Building drawing using AUTO CADD.

MATERIAL TESTING LAB

ICE-354

L T P

0 0 3

1. BRICKS:

1. Water absorption test

2. Dimension tolerance

3. Compressive strength

4. Efflorescence Test

2. LIME:

5. Fineness of lime

6. Setting time Test

7. Soundness test of lime

3. STEEL:

8. Physical and Mechanical properties of reinforcing Steel

9. Hardness test

10. Impact Test ( Izod and Charpy)

11. Shear test (single and double)

12. Tensile Strength test

4. TIMBER:

13. Compressive strength of timber

14. Flexural Strength of timber.

HYDRAULICS AND HYDRAULIC MACHINES

ICE-401

L T P

3 1 0

UNIT – I Introduction: Difference between open channel flow and pipe flow, geometrical parameters of a channel,

continuity equation. [3]

Uniform Flow: Chezy’s and Manning’s Equations for uniform flow in open channel, velocity

distribution, most efficient channel section. [5]

UNIT – II

Energy and Momentum Principles: Critical depth, concept of specific energy and specific force,

application of specific energy principle for interpretation of open channel phenomenon, flow through

vertical and horizontal contractions. [8]

UNIT – III

Non-uniform flow in open channel: Equation of gradually varied flow and its limitations, flow

classification and surface profiles, integration of varied flow equation by analytical, graphical and

numerical methods, flow in curved channel. [8]

UNIT – IV

Hydraulic Jump, Surges, Water Waves: Classical hydraulic Jump, evaluation of the jump elements in

rectangular and non-rectangular channels on horizontal and sloping beds, equation of motion for unsteady

flow, open channel surge, celerity of the gravity wave, deep and shallow water waves. [5]

Hydraulic Pumps: Rotodymanic pumps, basic equations, axial and mixed flow pumps, cavitation in

pumps, characteristic curves. [3]

UNIT – V

Hydraulic Turbines: Introduction, rotodynamic machines, Pelton turbine, equation for jet and roter size,

efficiency, spear valve, reaction turbines, Francis and Kaplan type, head on reaction turbine, basic

equation for type, head on reaction turbine, basic equation for rotodynamic machines, similarity law and

specified speed, cavitations, characteristic curves. [8]

REFERENCES:

1. Grade,R.J and A.G Mirajgaoker, ‘Engineering Fluid Mechanics (including hydraulic Machines),

Second Edition, Nem Chand and Bros., Roorkee,1983.

2. Grade,R.J ‘Fluid Mechanics through problems.’, Wiley Eastern Limited, New Delhi, 1989

3. Streeter, V.L and Wylie E.B,” Fluid Mechanics”, McGraw Hill, NewYork 8th

Edition.

4. Asawa,G.L ,” Experimental Fluid Mechanics”, Vol.1 Nem Chand and Bros.,Roorkee.

5. Ranga Ram, R.G, Flow through Open channels”, TMH.

6. “Hydraulics and Fluid Mechanics” by Modi and Seth

ADVANCE SURVEYING

ICE-402

L T P

3 1 0

UNIT – I Plane Table Surveys: Principles, advantages and disadvantages, plane table equipment, Use of

Telescopic Alidade and Indian Patterns Tangent Clinometer, different methods of plane table surveying,

resection- two and three point problems, Field work in plane table surveying and contouring. [8]

UNIT – II Trilateration and Triangulation: Principle of Trilateration, EDM instrument and their uses, reduction

of observation, principle and classification of Triangulation system, Triangulation chains, strength of

figures, station marks and signals, satellite station, intersected and resected points, Field work-

Reconnaissance, intervisibility of station, angular measurement, base line measurement and its extension,

adjustment of field observation and computation of coordinates. [8]

UNIT – III

Adjustment Computations: Weighting of observations, treatment of random errors, probability

equation, normal law of errors, most probable value and measures of precision, propagation of errors and

variances, most probable value, principle of least square, observations and correlative normal equations,

adjustment of triangulation figures and level nets. [8]

UNIT – IV Curves: Classification of curves, elements of circular, transition and vertical curves, theory and methods

of setting out simple, transition and vertical curves, special field problem. [8]

UNIT – V

Project Surveys: General requirements and specifications for engineering project surveys,

Reconnaissance’s, preliminary and locations surveys for highways, railways and canals. Correlation of

surface and underground surveys in case of culverts, bridges and tunnels.Principles and practice of

hydrographic surveys, Layout of culverts, canals, bridges and buildings. [5]

Field Astronomy: Astronomical terms, coordinate systems, spherical trigonometry, Astronomical

Triangle, relationship between coordinates. [3]

References

1. Agor, R., “Surveying”, vol. II & III Khanna Publications, Delhi, 1995

2. Arora, K. R., “Surveying”, vol. II & III Standard Publishing House, Delhi, 1993

3. Bannister, A. and Baker, R., “Solving Problems in surveying”. Longman Scientific Technical, U.K,

1994

4. Kennie, T.J.M. and Petrie,G., “Engineering Surveying Technology”, Blackie & Sons Ltd., London,

1990.

5. Punmia, B.C., “Surveying”, vol. II & III , Laxmi Publications, New Delhi, 1996

CONCRETE TECHNOLOGY

ICE-403

L T P

3 1 0

UNIT – I Concrete as a Building Material and its Gradients:

Cement: Manufacture of Portland cement, its composition. Hydration of cement, physical and chemical

properties, concept of strength development, Gel space ratio, power’s Law, Gel structure [4]

Testing of cement for general physical and chemical properties as per BIS specifications. [4]

UNIT – II

Different types of cement such as Slag cement, Portland Pozzolana cement and high Alumina cement,

their characteristics, composition, use and properties, aggregates and testing of aggregates, classification

source, physical and mechanical properties. Testing of aggregates for physical and mechanical properties

[8]

UNIT – III Tests on fresh concrete and Hardened concrete: Proportioning of concrete, operation involved in

concrete production. Workability, factors affecting workability, measurement of workability, problem of

segregation, bleeding and Laitance, NDT(Rebound hammer, PUNDIT) methods [8]

UNIT – IV Concrete Mix Design: Principle and methods, Statistical quality control, concrete rheology, maturity

concept, IS code method, ACI code method [6]

Admixture in concrete: Introduction, functions, classification, and IS specification. [2]

UNIT – V Special Concrete: Light weight concrete. High density concrete. Sulphar Impregnated concrete, polymer

concrete, lime concrete, constituents and uses.

i) High Strength Concrete

ii) Fibre Reinforced Concrete [5]

References:

1. Rai Mohan and Jai Singh M.P. “Advances in Building Materials and Construction” ,CBRI ,

Roorkee.

2. Civil Engineering materials, “Technical Teachers” Training Institute, Chandigarh, Tata McGraw

Hill Publishing Company Ltd. ,New Delhi.

3. Spence RJS and Cook DJ- “Building Materials in Developing Countries” , John Willey and sons.

4. Shetty M.S, “Concrete Technology, Theory and practices”, S. Chand & Company Ltd., New

Delhi.

5. Neville A.M., properties of Concrete, pitman publishing Company,

6. Gambhir M.L., “Concrete Technology”, - Tata McGraw Hill publishing Company Ltd., New

Delhi.,

7. Gambhir M.L, “Concrete Manual “, Dhanpal Rai & Sons, Delhi.

8. SP: 23, BIS Publication.

STRUCTURAL ANALYSIS-I

ICE-405

L T P

3 1 0

Unit –I:

Classification of Structures, stress resultants, degrees of freedom per node, Static and Kinematic

determinacy, Type of supports [03]

Classification of Pin jointed determinate trusses, Analysis of determinate plane and space trusses

(compound and complex). Method of substitution and method of Tension co-efficient. [05]

Unit – II

Rolling loads, influence lines for determinate beams and trusses, Absolute maximum bending moment,

Muller-Breslau’s principal & its applications. [08]

Unit – III

Analysis of Arches, Linear arch, Eddy’s theorem, three hinged parabolic arch, spandrel braced arch,

moving load & influence lines diagram for three hinged arches. [08]

Unit – IV

Strain Energy of deformable systems, Maxwell’s reciprocal & Betti’s theorem, Castigliano’s first

theorem, unit load methods. [08]

Unit – V

Unsymmetrical bending, location of neutral axis, computation of stresses and deflection, Shear Centre

and its location for common structural section. [05]

Bending of curved bars in plane of bending, stresses in bars of small & large initial curvatures. [03]

References

1. Wilbur and Norris, “Elementary Structural Analysis”, Tata McGraw Hill.

2. Reddy, C.S., “Basic Structural Analysis”, Tata McGraw Hill.

3. Jain, O.P. and Jain, B.K., “Theory & Analysis of Structures”. Vol. I & II Nem Chand.

4. Coates, R.C., Coutie, M.G. & Kong, F.K., “Structural Analysis”, English Language Book Society &

Nelson, 1980.

5. Ghali, A. & Neville, M., “Structural Analysis “ , “Chapman & Hall Publications, 1974.

6. Jain, A.K., “Advanced Structural Analysis”, Nem Chand & Bors, Roorkee, India 1996.

7. Jain O.P & Arya A.S., “Theory of Structures” Vol. II. New Chand Bors., Roorkee 1976.

8. Kinney, J.S., “Indeterminate Structural Analysis “ McGraw Hill Book Company, 1957.

9. Wnag, C.K., “Intermediate Structural Analysis”, McGraw Hill Book Company, 1983.

HYDRAULICS AND HYDRAULIC MACHINE LAB

ICE-451

L T P

0 0 3

1. To determine the Manning’s coefficient of roughness ‘n’ for the bed of a given flume.

2. To study the velocity distribution in an open channel and to determine the energy and momentum

correction factors.

3. To study the flow characteristics over a hump placed in an open channel.

4. To study the flow through a horizontal contraction in a rectangular channel.

5. To calibrate a sharp-crested rectangular and triangular weirs

6. To calibrate a broad-crested weir and study the pressure distribution on the upstream face of the weir.

7. To calibrate a Venturiflume

8. To study the characteristics of free hydraulic jump.

9. To study the flow over a free overfall in an open channel and to determine the end depth.

10. To study rotodynamic pumps and their characteristics.

11. To study rotodynamic turbines and their characteristics

ADVANCE SURVEY FIELD WORK

ICE-452

L T P

0 0 3

1. To carry out Triangulation and Trilateration of a given area.

2. To adjust the angular observations taken in Exercise 1.

3. To compute the adjusted coordinates of Triangulation stations.

4. To plot the coordinates at a given scale on Plane Table and their field checking.

5. To plot the details as well as contours (topographic mapping) of area using Radiation

and Intersection method.

6. To solve Two point and Three point problems in plane tabling.

7. Layout a simple circular curve on the ground using two Theodolite method.

8. Layout a building and a culvert on the ground.

9. To layout a precise traverse in a given area and to compute the adjusted co-ordinates of survey stations.

10. Demonstration and working of Electronic Total Survey Station.

CONCRETE TECHNOLOGY LAB

ICE-453

L T P

0 0 3

I. Cement

1. Normal Consistency of cement.

2. Initial & final setting time of cement

3. Compressive strength of cement

4. Fineness of cement by air permeability method.

5. Tensile strength

II. Coarse Aggregate

6. Water absorption of aggregate

7. Sieve Analysis of Aggregate

8. Specific gravity & bulk density

9. Grading of aggregates.

III Fine Aggregate:

10. Sieve analysis of sand

11. Silt content of sand

12. Bulking of sand

IV Test on Fresh Concrete:

13. Slump Test

14. Compaction factor test

15. Vee Bee Consistometer test

V Tests on Hardened Concrete:

16. Compressive Strength test

17. Flexural Strength test

18. Non-Destructive Test(Rebound Hammer and PUNDIT)