Department of Civil Engineering B.Tech (Civil Engineering

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Department of Civil Engineering

B.Tech (Civil Engineering)

COURSE STRUCTURE

(Applicable for 2012 and 2013 admitted batches)

B.Tech- 3rd Semester

S.No Code Course Theory Practical Credits

1 CE 2401 Building Materials and Construction 3+1* - 4

2 CE 2402 Engineering Mechanics 3+1* - 4

3 CE 2403 Fundamentals of Fluid Mechanics 3+1* - 4

4 CE 2404 Geodesy 3+1* - 4

5 CE 2405 Solid Mechanics 3+1* - 4

6 CE 2206 Geodesy Lab - 3 2

7 CE 2207 Solid Mechanics Lab - 3 2

Total 20 6 24

B.Tech- 4thSemester No of sections-1

*Tutorial

S.No Code Course Theory Practical Credits

1 CE 2408 Concrete Technology 3+1* - 4 2 CE 2409 Engineering Geology 3+1* - 4

3 CE 2410 Hydraulic &Hydraulic Machinery 3+1* - 4

4 HS 2404 Managerial Economics and Financial Analysis

3+1* - 4

5 CE 2411 Structural Analysis – I 3+1* - 4

6 CE 2212 Concrete Technology Lab - 3 2

7 CE 2213 Fluid Mechanics and Hydraulic Machinery Lab

- 3 2

Total 20 6 24

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B.Tech- 3rdSemester

SYLLABUS

(Applicable for 2012 and 2013 admitted batches) Course Title: BUILDING MATERIALS AND CONSTRUCTION Course Code: CE 2401

L: T: P: C:: 3:1:0:4 OBJECTIVES:

i) To Learn about basic civil engineering materials used for construction ii) To learn about stones, bricks, tiles and their importance iii) To learn about masonry types in brick and stone construction iv) To learn about the lime cement wood and geo-synthetics in construction industry v) To Learn about building components and finishing’s OUTCOMES: At the end the course student will be able to

a) Highly command and Knowledge Towards civil engineering materials used in construction b) Gains knowledge on stones, bricks, tiles and their importance in building construction c) Gains Knowledge on brick and stone masonry in building construction d) Gains knowledge on lime, cement, wood and geo-synthetics and their importance in construction field e) Gains knowledge on building components and various finishing’s in building construction

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UNIT – I (12+4) STONES, BRICKS AND TILES: Properties of building stones – relation to their structural requirements.Classification of stones – Stone quarrying – Dressing of stone, Composition of good brick earth, various methods of manufacture of bricks.Qualities of a good brick.Characteristics of good tile – manufacturing methods, Types of tiles.Use of Materials like aluminium, gypsum, glass and bituminous materials – their quality. UNIT – II (10+4) LIME AND CEMENT: Various ingredients of lime – Constituents of lime stone – classification of lime and importance–Various types of cement and its importance in construction field. UNIT-III (12+4) WOOD: Structure – properties – Seasoning of timber. Classification of various types of woods used in buildings – Defects in timber.Alternative materials for wood, Galvanized Iron, Fiber-reinforced plastics, steel, Aluminum. MASONARY: Types of masonry, English and Flemish bonds, Rubble and Ashlar masonry, cavity and partition walls. GEOSYNTHETICS: Introduction, Function and their Applications-tests on geo-textiles, geo-grids, geo-membranes and geo-composites UNIT-IV (11+3) BUILDING COMPONENTS: Lintels, Arches, and Vaults-stair cases – Types. Different types of floors-Concrete, Mosaic, Terrazzo floors, pitched, flat and curved Roofs. Lean-to-Roof, Coupled Roofs, Trussed roofs- King and Queen Post Trusses. RCC Roofs, Madras Terrace/Shell Roofs. FINISHINGS: Proofing Damp and water proofing- materials used. Plastering, pointing, white washing and distempering – Painting – Constituents of a paint – Types of paints – Painting of new/old Wood – Varnish – Form work and scaffolding. Text Books: 1. Building material by S K Duggal – New Age International Publishers; Second Edition 2. Building Construction by B.C.Punmia, Ashok Kumar Jain and Arun Kumar Jain - Laxmi Publications (P) ltd., New Delhi 3. Building Construction by P.C. Varghese, Prentice-Hall of India private Ltd, New Delhi Reference Books: 1. R.Chudly “Construction Technology “– Volumes I and II” 2nd Edition, Longman,UK, 1987. 2. Building materials by P.C. Varghese, Prentice-Hall of India private Ltd, New Delhi

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B.Tech- 3rdSemester

SYLLABUS

(Applicable for 2012 and 2013 admitted batches) Course Title: ENIGINEERING MECHANICS Course Code: CE 2402


i) To understand centroid/ center of gravity and method of finding centroids of composite figures and bodies.

ii) To understand the moment of inertia and method of finding moment of inertia of areas and bodies. iii) To understand types of frames and analyze for the forces in the members of the truss by method of

joints and method of sections. iv) To understand the kinetics of the rigid bodies and solve simple problems using work-energy

method. v) To understand virtual work method and solve simple problems. vi) To relate to the problems involving the principle of Impulse momentum.

OUTCOMES:

At the end of the course the learners will be able to

a) Identify the significance of centroid/ center of gravity and find centroids of composite figures and bodies.

b) Understand the moment of inertia and method of finding moment of inertia of areas and bodies. c) Identify the type of frame and analyze for the forces in the members of the truss (frame) by method

of joints and method of sections. d) Understand the kinetics of the rigid bodies and solve simple problems using work-energy method. e) Understand virtual work method and solve simple problems. f) Apply the principle of Impulse momentum to the real world problems.

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UNIT I (11+4) Centroid: Centroids of simple figures (from basic principles) – Centroids of Composite Figures Centre of Gravity: Centre of gravity of simple body (from basic principles), centre of gravity of composite bodies. Area moments of Inertia: Definition –Moments of Inertia of simple Figures. Polar Moment of Inertia, Transfer Theorem, Moments of Inertia of Composite Figures Mass Moment of Inertia: Definition, Moment of Inertia of simple bodies, Transfer Formula for Mass Moments of Inertia, Mass moment of inertia of composite bodies. UNIT II (11+4 ) Analysis of perfect frames (Analytical Method): Types of Frames – Assumptions for forces in members of a perfect frame, Method of joints, Method of sections, Force table, Cantilever Trusses, Structures with one end hinged and the other freely supported on rollers carrying horizontal or inclined loads. Kinematics: Rectilinear and curvilinear motion – Velocity and acceleration –Motion of Rigid body- Types and their analysis in planar motion. UNIT III (10+4) Kinetics: Analysis as a particle and analysis as a rigid body in translation- equations of plane motion-fixed axis rotation- rolling bodies. Work – Energy Method: Principle of Work and Energy for a Rigid Body- connected systems –fixed axis rotation and plane motion. UNIT IV (11+5) Impulse and Momentum: Principle of Linear Impulse and Momentum, Angular Impulse and Momentum. Law of Conservation of momentum Virtual Work: Principle of Virtual Work-Application of the Principle of Virtual Work-potential Energy and Equilibrium- Stable and Unstable Equilibrium. Text Books: 1. Engineering Mechanics by Irving H. Shames and G. Krishna MohanaRao (2006), Pearson Education, Fourth edition. 2. Engineering Mechanics by S.S Bhavikatti (2008), New Age International. 3. Engineering Mechanics by S. Timoshenko &D.H.Young, and JV Rao Fourth Edition.TMH Education. References: 1. Engineering Mechanics / Ferdinand. L. Singer / Harper – Collins. 2. Engineering Mechanics/ R K Bansal, Laxmi Publications 3. Engineering Mechanics/ K.L Kumar, TMH Publishers

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B.Tech- 3rdSemester

SYLLABUS

(Applicable for 2012 and 2013 admitted batches) Course Title: FUNDAMENTALS OF FLUID MECHANICS Cou rse Code: CE 2403

L: T: P: C:: 3:1:0:4

OBJECTIVES:

i) To get fundamental background about the fluid properties such as specific gravity, viscosity, surface tension, vapor pressure and their influences on fluid motion.

ii) Get the idea about measurement of fluid pressure and manometry iii) To estimate the Hydro static forces on submerged bodies. iv) Tostudy the total pressure and center of pressure. v) To study the types of flows and equation of continuity vi) To study the energy equation and Momentum equation. vii) To find the losses occurs in flow through the pipes. viii) To study the Navier-Stoke’s Equations and Boundary layer concepts

OUTCOMES:

After the end of the course, Students are able to:

a) Understand the concepts of fluid properties like specific gravity, viscosity, density, surface tension. b) Determine the pressure head of a fluid in a pipe by using manometer. c) Understand the friction losses while flowing through a pipe and also used for the designing of

pipeline net work. d) Understand the minor losses and evaluate the performance of a fluid transport system. e) This study is used for the hydraulicstrictures. f) This is study is applied for the design of pipes flows g) Used for the estimation of flows in pipes, open channels and over head tanks. h) This study is used for the estimation of shear stress and velocity gradient for the design

ofsubmersed bodies.

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UNIT – I (12+4) INTRODUCTION : Dimensions and units – Physical properties of fluids specific gravity, viscosity, surface tension, vapor pressure and their influences on fluid motionpressure at a point, Pascal’s law, Hydrostatic law - atmospheric, gauge and vacuum pressure- measurement of pressure. Pressure gauges, Manometers: differential and Micro Manometers. HYDRO STATIC FORCES ON SURFACES: Hydrostatic forces on submerged plane, Horizontal, Vertical, inclined and curved surfaces – Center of pressure. Derivations and problems.Buoyancy forces. UNIT – II (12+4) FLUID KINEMATICS: Description of fluid flow, Stream line, path line and streak lines and stream tube. Classification of flows: Steady, unsteady, uniform, non-uniform, laminar, turbulent, rotational and irrotational flows – Equation of continuityfor one, two, three dimensional flows – stream and velocity potential functions, flownet analysis. FLUID DYNAMICS: Surface and body forces – Euler’s and Bernoulli’s equations for flow along a stream line for 3-D flow, Momentum equation and its application – forces on pipe bend. UNIT-III (11+3) BOUNDARY LAYERFLOW: Approximate Solutions of Navier-Stoke’s Equations – Boundary layer – concepts, Prandtl contribution, Characteristics of boundary layer along a thin flat plate, Vonkarmen momentum integral equation, laminar and turbulent Boundary layers LAMINAR AND TURBULENT FLOWS: Reynold’s experiment – Characteristics of Laminar & Turbulent flows. Flow between parallel plates. UNIT-IV (10+4) CLOSED CONDUIT FLOW: Laws of Fluid friction – Darcy’s equation, Minor losses – pipes in series – pipes in parallel – Total energy line and hydraulic gradient line. Pipe network problems, variation of friction factor with Reynold’s number – Moody’s Chart. MEASUREMENT OF FLOW: Pitot-tube, Venturi meter and orifice meter – classification of orifices, flow over rectangular, triangular and trapezoidal and stepped notches - –Broad crested weirs. Text Books : 1. Fluid Mechanics by Modi and Seth, Standard book house. 2. Introduction to Fluid Machines by S.K.Som&G.Biswas (Tata McGraw-Hill publishers Pvt. Ltd.) 3. Introduction to Fluid Machines by Edward J. Shaughnessy, Jr, Ira M. Katz and James P.Schaffer, Oxford University Press, New Delhi Reference Books: 1. Fluid Mechanics by J.F.Douglas, J.M. Gaserek and J.A.Swaffirld (Longman) 2. Fluid Mechanics by Frank.M. White (Tata Mc.Grawhill Pvt. Ltd.) 3. Fluid Mehanics by A.K. Mohanty, Prentice Hall of India Pvt. Ltd., New Delhi 4. A text of Fluid mechanics and hydraulic machines by Dr. R.K. Bansal - Laxmi Publications (P) ltd., New Delhi

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B.Tech- 3rdSemester

SYLLABUS

(Applicable for 2012 and 2013 admitted batches) Course Title: GEODESY Course Code: CE 2404

L: T: P: C:: 3:1:0:4

OBJECTIVES:

The course enables the student to acquire

i) The ability to apply knowledge of mathematics, science engineering to understand the measurement techniques used in land surveying

ii) Technical knowledge that encompasses field measurement and mapping

iii) An overview of recent advances in survey procedures and equipment

iv) Knowledge to a level that will enable them to function effectively in surveying industry

v) Knowledge in conducting surveying procedures for projects relevant to civil engineering.

OUTCOMES:

At the end of the course the students will be able to

a) Explain the difference between planar and geodetic surveying ( Knowledge)

b) Apply basic geometry to earth surface for typical survey projects ( Action)

c) Plan and organize a survey with least possible probable errors( Criteria)

d) Acquire technical operation of equipment viz., Compass, Level, Theodolite, Tacheometer and Total station that are used in the construction industry( Condition)

e) Appreciate the role of Civil Engineer in infrastructure building (Criteria ).

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UNIT – I (10+4) INTRODUCTION: Overview of plane surveying (chain, compass and plane table), Objectives, Principles and classifications. DISTANCES AND DIRECTION: Distance measurement conventions and methods; use of chain and tape, Electronic distance measurements, Meridians, Azimuths and Bearings, declination, computation of angle. UNIT – II (12+5) LEVELING AND CONTOURING: Concept and Terminology, Temporary and permanent adjustments- method of leveling. Characteristics and Uses of contours- methods of conducting contour surveys and their plotting. COMPUTATION OF AREAS AND VOLUMES: Area from field notes, computation of areas along irregular boundaries and area consisting of regular boundaries. Embankments and cutting for a level section and two level sections with and without transverse slopes, determination of the capacity of reservoir, volume of barrow pits. UNIT –III (12+4) THEODOLITE SURVEYING: Theodolite- description, uses and adjustments – temporary and permanent, measurement of horizontal and vertical angles. Principles of Electronic Theodolite.Trigonometrical leveling, traversing. TACHEOMETRIC SURVEYING: Stadia and tangential methods of Tacheometry.Distance and Elevation formulae for Staff vertical position. UNIT – IV (10+2) Curves: Basic definitions, Types of curves, elements, setting out – simple and compound curves. Higher surveying: Introduction toGeodetic surveying,Triangulation, signals & towers, satellite stations. Survey operations using Total Station instrument and Global positioning system. Introduction to Geographic information system (GIS). TEXT BOOKS: 1. Surveying (Vol – 1, 2 ), by B.C.Punmia, Ashok Kumar Jain and Arun Kumar Jain - Laxmi Publications (P) ltd., New Delhi 2 .Duggal S K, “Surveying (Vol – 1 & 2), Tata McGraw Hill Publishing Co. Ltd. New Delhi, 2004. 3. Surveying and levelling by R. Subramanian, Oxford university press, New Delhi REFERENCES: 1. Arthur R Benton and Philip J Taety, Elements of Plane Surveying, McGraw Hill – 2000 2. Arrora K R “Surveying (Vol 1, 2 & 3), Standard Book House, Delhi, 2004 3. Chandra A M, “Plane Surveying”, New age International Pvt. Ltd. Publishers, New Delhi, 2002. 4. Chandra A M, “Higher Surveying”, New age International Pvt. Ltd., Publishers, New Delhi, 2002.

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B.Tech- 3rdSemester

SYLLABUS

(Applicable for 2012 and 2013 admitted batches) Course Title: SOLID MECHANICS Course Code: CE 2405


i) To determine the magnitude and direction of shear force and bending moment at any section within a beam under uniformly distributed loads, point loads, uniformly varying loads.

ii) To determine nature and magnitude of flexural stresses across the depth in rectangular, circular, I, T, channel cross sections and to design a simple beam for flexure.

iii) To determine nature and magnitude of shear stresses across the depth in rectangular, circular, triangular, I, T, angular cross sections.

iv) To find the torsional moment of resistance and power transmitted by a shaft for a given shearand to understand the effect of combined bending and Torsion on a bar.

v) To determine the deflection of close and open coiled helical springs under axial pull and axial couple and to find longitudinal and circumferential stresses in thin and thick cylinders.

vi) To determine the magnitude and orientation of principal planes on an element under a given loading and to represent principal stresses graphically.

vii) To find the core of rectangular, I- sections and Solid, hollow circular sections and to determine the resultant stresses in the case of chimneys, retaining walls and dams and checking or their stability.

viii) To calculate the effective lengths and Euler bulking loads for the given column when end conditions are held in position, free, either restrained fully or partially and to evaluate bulking loads for long columns subjected o eccentric loading.

OUTCOMES: At the end of the course student will be able to

a) Identify the position and the magnitude of maximum shear force and maximum bending moment at any section within a beam under uniformly distributed loads, point loads, uniformly varying loads and their combinations. b) Plot the variation of shear stresses andidentify the position and magnitude of maximum flexural stress across the depth in rectangular, circular, I, T, channel cross sections. c) Plot the variation of shear stresses and identify the position and magnitude of maximum shear stresses across the depth in rectangular, circular, triangular, I, T, angular cross sections. d) Find the torsional moment of resistance and power transmitted by a shaft for a given shear. e) Evaluate the resultant forces due to effect of combined bending and torsion on a bar and determine the deflection of close and open coiled helical springs under axial pull and axial couple. f) Calculate the longitudinal and circumferential stresses in thin cylinders and identify the location and orientation of principal planes on an element under a given loading. g) Determine the resultant stresses in the case of chimneys, retaining walls and dams and checking or their stability. h) Calculate the effective lengths and Euler bulking loads for the given column when end conditions are held in position, free, either restrained fully or partially.

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UNIT – I (12+4) SHEAR FORCE AND BENDING MOMENT: Definition of beam – Types of beams – Concept of shear force and bending moment – S.F and B.M diagrams for cantilver, simply supported and overhanging beams subjected to point loads, u.d.l., uniformly varying loads and combination of these loads – Point of contraflexure – Relation between S.F., B.M and rate of loading at a section of a beam. FLEXURAL STRESSES: Theory of simple bending – Assumptions – Derivation of bending equation: M/I = f/y = E/R. Neutral axis – Determination bending stresses – section modulus of rectangular and circular sections (Solid and Hollow), I, T, Angle and Channel sections – Design of simple beam sections.

UNIT – II (11+3) SPRINGS AND THIN CYLINDERS: Introduction – Types of springs – deflection of close and open coiled helical springs under axial pull and axial couple – springs in series and parallel – Carriage or leaf springs. Introduction to thin cylinders – Derivation of formula for longitudinal and circumferential stresses – hoop, longitudinal and volumetric strains – changes in dia, and volume of thin cylinders. Introduction to thin spherical shells. THICK CYLINDERS: Introduction Lame’s theory for thick cylinders – Derivation of Lame’s formulae – distribution of hoop and radial stresses across thickness – design of thick cylinders – compound cylinders – Necessary difference of radii for shrinkage – Brief Introduction to thick spherical shells. SHEAR STRESSES: Derivation of formula – Shear stress distribution across various beam sections like rectangular, circular, triangular, I, T angle sections.

UNIT-III (12+4) TORSION OF CIRCULAR SHAFTS: Theory of pure torsion – Derivation of Torsion equations : T/J = q/r = Nθ/L –Assumptions made in the theory of pure torsion – Torsional moment of resistance – Polar section modulus – Power transmitted by shafts – Combined bending and torsion and end thrust.

PRINCIPAL STRESSES AND STRAINS: Introduction – Stresses on an inclined section of a bar under axial loading – compound stresses – Normal and tangential stresses on an inclined plane for biaxial stresses – Two perpendicular normal stresses accompanied by a state of simple shear – Mohr’s circle of stresses – Principal stresses and strains – Analytical and graphical solutions. UNIT-IV (10+3) DIRECT AND BENDING STRESSES: Stresses under the combined action of direct loading and B.M.Core of a section – determination of stresses in the case of chimneys, retaining walls and dams – conditions for stability – stresses due to direct loading and B.M. about both axis. COLUMNS AND STRUTS: Introduction – Types of columns – Short, medium and long columns – Axially loaded compression members – Crushing load – Euler’s theorem for long columns- assumptions- derivation of Euler’s critical load formulae for various end conditions – Equivalent length of a column – slenderness ratio – Euler’s critical stress – Limitations of Euler’s theory – Rankine – Gordon formula – Long columns subjected to eccentric loading – Secant formula – Empirical formulae – Straight line formula.

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Text Books: 1. Mechanics of Solid, by Ferdinand P. Beer E. Russell Johnston, Jr. John T. De Wolf– Tata McGraw-Hill Publications 2000. 2.Engineering Mechanics of Solids (2nd Ed.), Popov, E.P., Prentice-Hall (India), 1999. Reference Books: 1. Introduction to text book of Strength of materials by R.K.Bansal – Laxmi publications Pvt. Ltd., New Delhi. 2. Introduction to text book of Strength of Material by U.C. Jindal, Galgotia publications. 3. Strength of materials by R. Subramanian, Oxford university press, New Delhi

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B.Tech- 3rdSemester

SYLLABUS


Lab: Geodesy Course Code: CE 2206 L: T: P: C:: 0:0:3:2

OBJECTIVES:

The course enables the student

i) To gain an ability to use appropriate surveying tools/ equipment for measuring horizontal angles and distances.

ii) To have working knowledge of various surveying instruments and equipments. iii) To understand all the procedures in carrying out field work in various phases beginning with field

work (data entry), office work, computations and plotting. iv) Staking out a simple curve for road alignment. v) To perform land surveys in difficult ground conditions.

OUT COMES:

At the end of the course the student will gain

a) The ability to choose tools, measuring distances and directions of objects accurately and plotting. b) An ability to choose suitable technique, method and tools to perform field work accurately. c) An ability to prepare different profiles of ground along longitudinal and cross-section. d) Productive knowledge in determining areas of field. e) Ability to work in field as a team member. f) An overview of applications of conventional (Chain, compass etc.) and modern instruments viz.,

Total station, GPS and DGPS. LIST OF EXERCISES:

1. Survey of an area by chain survey (Closed traverse) & Plotting 2. Surveying past obstacles using Chain and Prismatic Compass 3. Surveying of a given area by Prismatic compass (closed traverse) and plotting after adjustment. 4. Radiation method, intersection methods of Plane Table survey 5. Fly leveling (differential leveling) 6. L/s and c/s and plotting. 7. Trigonometric Leveling - Heights and distance problem 8. Distance and elevation computations from tachometric surveying principles 9. Setting of simple Curve – Rankines method. 10. Determination of area of ground using total station. 11. Traversing using total station 12. Preparation of contour profiles of groundusing a) Dumpy level and b) Total station 13. Determination of remote height using total station 14. Determination of Gradient of line between two inaccessible points using total station. 15. Exercise using Global positioning system / Differential GPS instrument.

(Any 12 experiments shall be conducted)

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B.Tech- 3rdSemester

SYLLABUS


Lab: SOLID MECHANICS Course Code: CE 2207 L: T: P: C:: 0:0:3:2

OBJECTIVES:

i) To study the stress –strain variation in mild steel and to determine its young’s modulus ii) To compare the analytical and experimental values of the stress and deflection in the cantilever

beam. iii) To compare the analytical and experimental values of the stress and deflection in the simply

supported beam. iv) To determine the modulus of rigidity of the given sample v) To determine the compressive strength of wood parallel to and perpendicular to grains. vi) To determine the impact strength of material. vii) To determine the stiffness and rigidity modulus of spring viii) To determine the young’s modulus of two span continuous beam

OUCOMES: At the end of course student will be able to

a) Estimate compressive strength of wood/Concrete/Brick materials b) Check the suitability of wood, steel and concrete in construction works. c) Find the impact resistance of steel used in construction works. d) Estimate young’s modulus of wood/steel materials

LIST OF EXERCISES: 1. Tension test 2. Bending test on (Steel / Wood) Cantilever beam. 3. Bending test on simple support beam. 4. Torsion test 5. Hardness test 6. Spring test 7. Compression test on wood / concrete/Brick 8. Impact test 9. Shear test 10. Verification of Maxwell’s Reciprocal theorem on beams. 11. Use of electrical resistance strain gauges 12. Continuous beam – deflection test.

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B.Tech- 4th Semester

SYLLABUS

(Applicable for 2012 and 2013 admitted batches) Course Title: CONCRETE TECHNOLOGY Course Code: CE 2408


The course content enables students to:

i) Learn about the manufacturing of cements, hydration process and microstructure. ii) Use different types of cement and admixtures as per their properties for different field applications. iii) Recognize the effects of the rheology and early age properties of concrete on its long-term

behavior. iv) Develop an advanced knowledge of the mechanical performance of cement based materials and

how it can be controlled. v) Have Basic theoretical principles in concrete science, including: The effects of various types of

cementicious materials, pozzolonas and chemical admixtures. The characteristic of aggregates for concrete and their influence. The influence of volume of water in the concrete, also relative to cement content.

vi) Use various chemical admixtures and mineral additives to design cement based materials. With tailor- made properties.

vii) Use advanced laboratory techniques to characterize cement-based materials. viii) Understand the Mix design and engineering properties of Normal and special concretes mix such as high strength concrete as per BIS.

OUTCOMES:


(a) Have knowledge of allavailable ingredients of concrete like Cement, sand, aggregates, water and chemical admixtures and their use and have a comprehensive Overview and understand their mechanism in concrete. (b) Exposure on different types of concrete. (c) Have good knowledge of the concrete materials (i.e. properties of cement, sand, coarse aggregate water & admixtures.) and the main operations of concreting i.e. selection of materials, its mix proportioning, mixing, placing, compaction, curing & finishing.) (d) Acquire the skill of testing, supervision of concrete work & interpretation of tests results (e) broadening the knowledge to new concrete types and their design methods, testing and application conditions, further to modern trends in concrete technology and also on concrete with special properties such as e.g. high-quality, high strength, self-compressing, light, heavy concrete and further concretes with increased endurance against aggressive surrounding.

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UNIT I (12+4) CEMENTS: Manufacture of Portland cement, its composition, Types of cement (Slag Cement, Portland Pozzolona Cement and high Alumina Cement) characteristics, composition, use and properties. Different grades of cement, properties. Test on physical properties of cement as per BIS Specifications Structure of hydrated cement, setting and hydration of cement, physical and chemical properties, concept of strength development. Bouges compounds ADMIXTURES : Introduction--Mineral and chemical admixtures. UNIT – II(11+4) AGGREGATES: Classification, properties, grading (Sieve analysis of Fine Aggregate& Grading coarse Aggregates), requirements of aggregate for mortar and concrete, Particle shape & texture – Bond, strength & other mechanical properties of aggregate. Deleterious substance in aggregate and its effect on strength of concrete – Soundness of aggregate – Alkali aggregate reaction – Thermal properties.Maximum aggregate size. FRESH CONCRETE: Workability – Factors affecting workability – Measurement of workability by different tests – Setting times of concrete – Effect of time and temperature on workability – Problem of Segregation, bleeding and Laittance. – Mixing and vibration of concrete – Steps in manufacture of concrete – Quality of mixing water. Curing and its types. UNIT – III (10+4) HARDENED CONCRETE & NON-DESTRUCTIVE TESTING : Water / Cement ratio – Abram’s Law – Gel space ratio.Nature of strength of concrete – Maturity concept – Strength in tension & compression.Compression and Tension tests. Factors affecting strength of concrete– Flexure tests – Splitting tests – Relation between compression & tensile strength. Methods & Principles of NDT.Conventional vs. Non-Destructive Testing. Rebound hammer, ultrasonic pulse velocity, pull out test, impact echo test. ELASTICITY, CREEP & SHRINKAGE: Modulus of elasticity – Dynamic modulus of elasticity – Posisson’s ratio. Creep of concrete – Factors influencing creep – Relation between creep & time – Nature of creep – Effects of creep – Shrinkage – types of shrinkage. UNIT – IV (12+4) CONCRETE MIX DESIGN : Introduction, object of mix design, factors to be considered, statistical quality control. Introduction to different methods of mix design. Concrete mix design by I.S. method and IRC method. High strength concrete mix design. SPECIAL CONCRETES: Light weight aggregate concrete – Cellular concrete – No-fines Concrete. High density concrete, high performance concrete, Self consolidating concrete, SIFCON (Slurry Infiltrated fiber Concrete). Fiber reinforced concrete – Different types of fibers – Factors affecting properties of F.R.C – Applications. Polymer concrete – Types of Polymer concrete– Applications SPECIAL CONCRETING TECHNIQUES : Pipe Crete concrete; under water concreting, concreting in extreme weather Conditions. Note: IS 10262-2009 is permitted in the examination. TEXT BOOKS: 1. Properties of Concrete by A.M.Neville – Low priced Edition – 4th edition 2. Concrete Technology by M.S.Shetty. – S.Chand& Co.; 2004 3. Hassoun, Structural Concrete- theory & Design, Wiley India

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REFERENCES: 1. Concrete Technology by M.L. Gambhir. – Tata Mc. Graw Hill Publishers, New Delhi 2. Concrete Technology by A.R. Santha Kumar, Oxford University Press, New Delhi 3. Concrete Technology, A.M. Neville and J.J. Brooks, Pearson, 2004 4. High Performance Concretes and Applications, S.P. Shah and S.H. Ahmad, Edward Arnold, 1994 5. High-Performance Concrete, P.-C. Aitcin, E&FN Spon, 1998 6. The Science and Technology of Civil Engineering Materials, J.F. Young, S. Mindess, R.J. Gray & A. Bentur, Prentice Hall, 1998 7.IS 10262-2009. Concrete mix proportioning-guidelines.

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B.Tech- 4thSemester

SYLLABUS

(Applicable for 2012 and 2013 admitted batches) Course Title: ENGINEERING GEOLOGY Course Code: CE 2409

L: T: P: C:: 3:1:0:4

OBJECTIVES:

i) To introduce the subject of geology in general and engineering geology in particular from civil engineering point of view, and to impart the knowledge of geological actions performed by different natural agents.

ii) To give the knowledge on different types of minerals and rocks, which are the part and parcel of earth’s crust, from civil engineering point of view.

iii) To impart the knowledge of different geological structures present in the earth’s crust and how these structures are responsible for the occurrence of natural hazards like earthquakes etc.

iv) To provide the complete details of site investigation techniques which are useful in the selection of suitable site for the construction of different civil engineering constructions.

OUTCOMES:


g) Know his duties as engineering geologist in the field and know how to write an engineering geology report

h) Assess the importance of weathering, caused by different geological agents, with respect to various civil engineering constructions like dams, reservoirs, and tunnels

i) Identify and classify the different minerals and rocks based on their physical properties and geological genesis

j) Map the various geological structures present in the subsurface and their importance in the study of natural hazards like earthquakes etc...

k) Apply the different investigation techniques from initial stage to final stage for the selection of proper project site.

l) Do the interpretation of available data to determine the favorable geological considerations (i.e., Lithological structural and ground water) in the study area for the construction of different civil engineering projects dams etc…

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UNIT – I: (11+3) INTRODUCTION: Definition of Geology and Engineering Geology, Main and applied branches of Geology, Importance of Geology and its branches from Civil Engineering point of view, Brief study of case histories of failure of some civil engineering constructions due to geological draw backs, Work-activities of Engineering Geologist, Guidelines for writing an Engineering Geology report. GENERAL GEOLOGY: Solar System, Origin of the Earth, Age of the Earth, Radiometric dating, Common Radiometric methods, Internal structure of the Earth and its composition, Elementary knowledge on isostasy, continental drift, plate tectonics and sea floor spreading. PHYSICAL GEOLOGY: Weathering,Effect of Weathering over the properties of rocks like ‘granite’, Importance of Weathering with reference to civil engineering constructions like dams, reservoirs and tunnels; Soil formation, Engineering classification and description of Indian soils, Hydrology and Geological work of Rivers, Geological Work of Oceans and Coastal Management, Underground water in relation to Engineering Works. UNIT – II: (11+4) CRYSTALLOGRAPHY: Introduction, Unit cell, Interfacial Angle, Crystallographic axes, Parameters, Crystallographic notation, Forms, Symmetry elements, Different crystal systems. MINEROLOGY: Definition of mineral, Importance of study of minerals, Different methods of study of minerals, Advantages of study of minerals by physical properties, Role of study of physical properties in their identification, Study of physical properties of different rock forming mineral groups, Introductory knowledge on Chemical and optical properties of minerals. PETROLOGY: Definition of rock, Geological classification of rocks into igneous, sedimentary and metamorphic rocks, Different methods of formation of igneous, sedimentary and metamorphic rocks, Common structures and textures of igneous, sedimentary and metamorphic rocks, Study of physical properties of different types of igneous, sedimentary and metamorphic rocks. UNIT – III: (11+2) ROCK STRUCTURES: Definition of Structural Geology, Outcrop, strike and dip; Study of common geological structures associating with the rocks such as folds, faults, unconformities, and joints, potential problems from rock structures in engineering constructions, Applications of rock mechanics in Engineering Geology, Treatment of rocks by grouting. NATURAL HAZARDS: Earth quakes: their causes and effects, shield areas and seismic belts. Seismic waves, Richter scale, precautions to be taken for building construction in seismic areas; Landslides: their causes and effects; measures to be taken to prevent their occurrence; Tsunamis: meaning of tsunami, causes of tsunami, destruction of tsunami and tsunami disaster management. UNIT – IV: (12+6) SITE INVESTIGATION: Introduction, different stages of site investigation, Use of Aerial Photography and Satellite Remote Sensing images in site investigation,Geophysical Exploration: Importance of Geophysical studies, Principles of Gravity method, Magnetic method, Electrical methods, Seismic methods, Radio metric methods and geothermal methods; Special importance of Electrical resistivity method and seismic refraction method, Methods of subsoil exploration and sampling of soils, Exploratory drilling in rocks, Water pumping tests- Approach and utility. GEOLOGICAL CONSIDERATIONS: Geological (Lithological, structural and groundwater) considerations in the selection of suitable site for construction of following civil engineering projects: Dams, reservoirs, spillways, tunnels, bridges, highways, canals, runways, powerhouses, power channels and flumes. TEXT BOOKS: 1. Text book of Engineering Geology by N.Chennkesavulu, Mc-Millan, India Ltd. 2008. 2. Engineering Geology by D.Venkata Reddy, Vikas Publishing House Pvt Ltd. 2011.

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3. Engineering Geology by SubinoyGangopadhyay, OXFORD University Press. 2013. REFERENCES: 1. F.G. Bell, Fundamental of Engineering Geology Butterworths, Publications, New Delhi, 1992. 2. Krynine& Judd, Principles of Engineering Geology &Geotechnics, CBS Publishers & Distribution, 3. Engineering and General Geology by Parbin Singh.

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B.Tech- 4thSemester

SYLLABUS

(Applicable for 2012 and 2013 admitted batches) Course Title:Hydraulic &Hydraulic Machinery Course Code: CE 2410


i) To classify the types of flows in open channel and also to design open channel sections in a most economical fashion with minimum wetted perimeter and learn about critical flows.

ii) To study about non uniform flows in open channel and longitudinal slopes in open channel and also to learn about the characteristics of hydraulic jump.

iii) To visualize model and prototype relations and also study about dimensionless numbers. iv) To determine hydrodynamic forces acting on moving and stationary plates and also learn about

work done and efficiency of the jet acting on different plates. v) To study the classification of turbines and work done and efficiency of the different turbines and

also study about draft tube theory and to determine the function efficiency. vi) To study about specific speed and performance characteristics of different types of turbines. vii) To study types of centrifugal Pumps, work done and efficiency of the different types centrifugal

pumps and also study about performance of pumps & characteristic curves viii) To study about hydroelectric power plant and estimation of hydropower potential. OUT COMES:

a) Knowledge is useful for the design of open channels for most economical sections like rectangular, trapezoidal and circular sections. This is also useful for the estimation of hydraulic jump accordingly design the energy disputers for giving protection to the hydraulic structures.

b) The Knowledge of dimensionless numbers this is useful for the classification of flows and helps difference between model and actual structure.

c) The Knowledge about jet forces on different plates is used for estimation of efficiency and work done of different type’s blades.

d) Knowledge is useful for the selection of type of turbine required with reference to available head of water and also used for Identification of type of turbine with estimated specific speed.

e) This study is also used for the estimation of efficiency and performance of the turbine with the study of characteristics curves.

f) This study is also used for the estimation of efficiency of different pumps and performance of the pumps with the study of characteristics curves.

g) Study is used for the design and planning of Hydro electric Power plant with the available water resources and requirement of power.

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UNIT – I (12+4) OPEN CHANNEL FLOW I : Types of flows - Type of channels – Velocity distribution – Energy and momentum correction factors – Chezy’s, Manning’s; and Bazin formulae for uniform flow – Most Economical sections. Critical flow: Specific energy-critical depth – computation of critical depth – critical sub-critical and super critical flows. OPEN CHANNEL FLOW II: Non uniform flow-Dynamic equation for G.V.F., Mild, Critical, Steep, horizontal and adverse slopes-surface profiles-direct step method- Rapidly varied flow, hydraulic jump, energy dissipation. UNIT – II (10+3) HYDRAULIC SIMILITUDE: Dimensional analysis-Rayleigh’s method and Buckingham’s pi theorem-study of Hydraulic models – Geometric, kinematic and dynamic similarities-dimensionless numbers – model and prototype relations. BASICS OF TURBO MACHINERY: Hydrodynamic force of jets on stationary and moving flat, inclined and curved vanes, jet striking centrally and at tip, velocity triangles at inlet and outlet, expressions for work done and efficiency-Angular momentum principle, Applications to radial flow turbines. UNIT – III (11+4) HYDRAULIC TURBINES-I: Layout of a typical Hydropower installation – Heads and efficiencies-classification of turbines-pelton wheel-Francis turbine-Kaplan turbine-working, working proportions, velocity diagram, work done and efficiency, hydraulic design, draft tube – theory and function efficiency. HYDRAULIC TURBINES–II: Governing of turbines-surge tanks-unit and specific turbines-unit speed-unit quantity-unit power-specific speed performance characteristics-geometric similarity-cavitation. UNIT – IV (12+4) CENTRAIFUGAL-PUMPS: Pump installation details-classification-work done- Manometric head-minimum starting speed-losses and efficiencies-specific speed multistage pumps-pumps in parallel- performance of pumps-characteristic curves- NPSH-cavitation. HYDROPOWER ENGINEERING: Classification of Hydropower plants – Definition of terms – load factor, utilization factor, capacity factor, estimation of hydropower potential. TEXT BOOKS: 1. Open Channel flow by K,Subramanya . Tata Mc.Grawhill Publishers 2. A text of Fluid mechanics and hydraulic machines by Dr. R.K. Bansal - Laxmi Publications (P) ltd., New Delhi 3. Fluid Mechanics & Fluid Power Engineering by D.S. Kumar Kataria& Sons. 4. Fluid Mechanics, Hydraulic and Hydraulic Machines by Modi& Seth, Standard book house. REFERENCES:

1. Elements of Open channel flow by RangaRaju, Tata Mc.Graw Hill, Publications. 2. Fluid mechanics and fluid machines by Rajput, S.Chand&Co. 3. Open Channel flow by V.T.Chow, Mc.Graw Hill book company. 4. Hydraulic Machines by Banga& Sharma Khanna Publishers.


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B.Tech- 4thSemester

SYLLABUS

(Applicable for 2012 and 2013 admitted batches) Course Title: Managerial Economics and Financial Analysis Course Code: HS 2404L:

T: P: C: 3:1:0:4

OBJECTIVES:

i) To familiarize the responsibilities that managerial economist should possess. ii) To understand the concept of demand, elasticity of demand and demand forecasting. iii) To familiarize the basic concepts in production theory and cost-output relationship. iv) To understand different methods of pricing and factors affecting pricing policy. v) To understand critical evaluation of each of the forms of business organization vi) To know the various methods available for evaluating investment proposals vii) To analyze the vital role of national income in the economic theory viii) To identify the objectives of preparing final accounts and list the various statements which comprise final accounts of business entity

ix) To appreciate the utility of ratio analysis as a tool for financial analysis x) To identify transactions which involve changes in funds and explain the purpose and utility of funds flow statement OUTCOMES: At the end of the course the learners will be able to

a) Explain the application of Managerial Economics in various aspects of decision making. b) List determinant factors of Elasticity of Demand and carry out Demand Forecasting. c) Discuss the production functions and outline concepts of cost functions. d) Outline classification of markets and Contrast price determination in various market situations. e) Understand the things that are important to them in order to start the business organization. f) Understand the key elements of the capital budgeting and evaluating investment proposals. g) List the basic requirements and formats of financial statements. h) Appreciate analysis and interpretation of Financial Statement through ratios.

UNIT – I: (10+2) INTRODUCTION TO MANAGERIAL ECONOMICS & DEMAND ANALY SIS:

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Definition of Managerial Economics, Characteristics and Scope – Managerial Economics and its relation with other subjects- Basic economic tools in Managerial Economics –Role and Responsibilities of Managerial Economist. DEMAND ANALYSIS: Meaning- Demand distinctions- Demand determinants- Law of Demand and its exceptions. ELASTICITY OF DEMAND & DEMAND FORECASTING : Definition -Types of Elasticity of demand - Measurement of price elasticity of demand: Total outlay method, Point method and Arc method- Significance of Elasticity of Demand. DEMAND FORECASTING: Meaning - Factors governing demand forecasting - Methods of demand forecasting (survey of buyers’ Intentions, Delphi method, Collective opinion, Analysis of Time series and Trend projections, Economic Indicators, Controlled experiments and Judgmental approach). UNIT – II: (11+5) THEORY OF PRODUCTION COST ANALYSIS, MARKET STRUCTUR ES & PRICING POLICIES : Production Function- Isoquants and Isocosts, MRTS, Law of variable proportions- Law of returns to scale- Least Cost Combination of Inputs, Cobb-Douglas Production function - Economies and Diseconomies of Scale. COST ANALYSIS: Cost concepts, Opportunity cost, Fixed Vs Variable costs, Explicit costs Vs. Implicit costs, Out of pocket costs vs. Imputed costs.-Determination of Break-Even Point (simple problems) - Managerial Significance and limitations of BEP. MARKET STRUCTURES AND PRICING POLICIES: MARKET STRUCTURES: Types of different competitive situations - Price-Output determination in perfect competition, Monopoly, Monopolistic competition and Oligopoly both the long run and short run. PRICING POLICIES : Methods of Pricing: Marginal Cost Pricing, Limit Pricing, Market Skimming Pricing, Penetration Pricing, Bundling Pricing, and Peak Load Pricing. UNIT – III: (9+4) TYPES OF BUSINESS ORGANIZATIONS& CAPITAL MANAGEMENT : TYPES OF BUSINESS ORGANIZATIONS: Features and evaluation of Sole Proprietorship, Partnership, Joint Stock Company, State/Public Enterprises and their types. INTRODUCTION TO BUSINESS CYCLES: National income - concept and measurement-Meaning of Inflation – Phases and Features of business cycles. CAPITAL MANAGEMENT AND INVESTMENT DECISIONS: Significance of Capital – Capital Management – Working Capital – Need for capital budgeting – Capital budgeting decisions - Methods of Capital Budgeting: Payback Method, Accounting Rate of Return (ARR), Internal Rate of Return (IRR) and Net Present Value Method (simple problems) UNIT – IV: (13+4) INTRODUCTION TO FINANCIAL ACCOUNTING & ANALYSIS OF FINANCIAL STATEMENTS: Introduction to Double-entry system, Journal, Ledger, Trial-Balance, Final Accounts (with simple adjustments) - Limitations of Financial Statements. INTERPRETATION AND ANALYSIS OF FINANCIAL STATEMENTS : Ratio Analysis – Liquidity ratios, Profitability ratios and solvency ratios – Preparation of changes in working capital statement and fund flow statement (with simple problems). TEXT BOOKS:

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1. N. AppaRao. & P. Vijaya Kumar: Managerial Economics and Financial Analysis, Cengage Publications, New Delhi, 2011.

2. A. R. Aryasri - Managerial Economics and Financial Analysis, TMH 2011. 3. J.V.PrabhakarRao: Managerial Economics and Financial Analysis, Maruthi Publications, 2011.

REFERENCES:

1. R.L.Varshney, K.L.Maheswari – Managerial Economics, Sultan Chand & Sons, New Delhi. 2. Suma damodaran- Managerial Economics, Oxford 2011 3. S.A. Siddiqui& A.S. Siddiqui, Managerial Economics and Financial Analysis, New Age

International Publishers, 2011. 4. S.N. Maheswari, S.K.Maheswari – Financial Accounting, Vikas Publishing House. 5. I. M. Pandey – Financial Management, Vikas Publishing House.


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B.Tech- 4thSemester

SYLLABUS

(Applicable for 2012 and 2013 admitted batches) Course Title: STRUCTURAL ANALYSIS-I Course Code: CE 2411

L: T: P: C:: 3:1:0:4

OBJECTIVES : i) To compute the deflections in simply supported and cantilever beams using Double Integration, Mecaulay’smehod, Moment area and Conjugate beam methods as well as the merits and limitations of thesemethods. iii) To analyse a Propped Cantilever and fixed beamswith a number of point loads, uniformly varying load, couple and combination of loads and settlements of supports/ rotation supports. iv) To analyse continuous beams with constant moment of inertia with one or both ends fixed, with overhangs, without and with sinking of supports. v) To determine the Strain Energy due to axial load, shear force, bending moment and to determine the deflections in a simply supported beams, and pin jointed trusses using Castigliano’s theorem. vi) To determine static and kinematic indeterminacy in continuous beams, frames and trusses and to determine the deflection in a simple indeterminate truss usingCastigiano’s theorem-II vii) To construct influence lines for finding maximum shear force and bending moment atany section in a simply supported beam/simple trusses for load combinations such as single, multiple point loads, U.D.l and their combination. viii) To determine the absolute maximum bending moment and shear force in a simply supported beam for load combinations such as single, multiple point loads, U.D.l and their combination. OUTCOMES At the end of course studentwillbe able to a) Apply suitable method for calculating defelctions in simply supported beam and cantilever beams,familiarisewith the relative merits and demerits of Double Integration, Mecaulay’smehod, Moment area and Conjugate beam method. b) Determine the reactionsat supports in a propped cantilever/fixed beam with number of point loads, uniformly varying load, couple and combination of loads /settlements of supports / rotation supports and plotting SFD and BMD. c) Analyse continuous beam with constant or varying moment of inertia, with one or both ends fixed/ overhang, with and without sinking of supports and plotting SFD and BMD d) Determine the strain energy due to axial load, shear force, and bending moment and apply the strain energy method for finding the deflections in a simply supported beams, and pin jointed trusses using Castigliano’s theorem-I. e) Determine static and kinematic indeterminacy in continuous beams and trusses and apply the Castigliano’s theorem-II for finding the deflection in a simple indeterminate truss. f) Analyse design forces atany section in a simply supported beam/simple trusses for variousmoving load combinations such as single, multiple point loads, U.D.l and their combinations. g) Determine the design forces in a simply supported beam for load combinations such as single, multiple point loads, U.D.l and their combination. UNIT – I

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DEFLECTION OF BEAMS: (11+4) Bending into a circular arc – slope, deflection and radius of curvature – Differential equation for the elastic line of a beam – Double integration and Macaulay’s methods – Determination of slope and deflection for cantilever and simply supported beams subjected to point loads, - U.D.L. Uniformly varying load.-Mohr’s theorems – Moment area method – application to simple cases including overhanging beams, Conjugate beam method - Application to simple loading in simple supported and cantilever beams. INTRODUCTION TO INDETERMINATE BEAMS - PROPPED CANTI LEVERS: Indeterminate Structural Analysis –Determination of static and kinematic indeterminate of beams-Analysis of propped cantilevers-shear force and Bending moment diagrams-Deflection of propped cantilevers. UNIT – II (10+4) FIXED BEAMS – Introduction to statically indeterminate beams with U.D.load central point load, eccentric point load. Number of point loads, uniformly varying load, couple and combination of loads shear force and Bending moment diagrams-Deflection of fixed beams effect of sinking of support, effect of rotation of a support. CONTINUOUS BEAMS: Introduction-Clapeyron’s theorem of three moments- Analysis of continuous beams with constant moment of inertia with one or both ends fixed-continuous beams with overhang, continuous beams with different moment of inertia for different spans-Effects of sinking of supports-shear force and Bending moment diagrams. UNIT –III (10+4) ENERGY THEOREMS: Introduction-Strain energy in linear elastic system, expression of strain energy due to axial load, bending moment and shear forces - Castigliano’s first theorem-Deflections of simple beams and pin jointed trusses. INDETERMINATE STRUCTURAL ANALYSIS: Indeterminate Structural Analysis –Determination of static and kinematic indeterminacy of frames and trusses –Solution of trusses up to two degrees of internal and external indeterminacies –Castigliano’s theorem-II. UNIT – IV (12+4) INFLUENCE LINES: Definition of influence line for SF, Influence line for BM- load position for maximum SF at a section-Load position for maximum BM at a section single point load, U.D.load longer than the span, U.D.load shorter than the span- Influence lines for forces in members of Pratt and Warren trusses. MOVING LOADS : Introduction maximum SF and BM at a given section and absolute maximum S.F. and B.M due to single concentrated load U.D load longer than the span, U.D load shorter than the span, two point loads with fixed distance between them and several point loads-Equivalent uniformly distributed load. TEXT BOOKS: 1. Analysis of Structures-Vol I &Vol II by V.N. Vazirani&M.M.Ratwani, Khanna Publications, New Delhi. 2. Structural Analysis by V.D.PrasadGalgotia publications, 2nd Editions. 3. Analysis of Structures by T.S. Thandavamoorthy, Oxford University Press, New Delhi 4. Comprehensive Structural Analysis-Vol.I&2 by Dr. R. Vaidyanathan& Dr. P.Perumal- Laxmi publications pvt. Ltd., New Delhi 5. Basic structural Analysis by C.S. Reddy, Tata Mcgrawhill, New Delhi

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REFERENCES: 1. Mechanics of Structures by S.B.Junnarkar, Charotar Publishing House, Anand, Gujrat 2. Theory of Structures by Gupta, Pandit& Gupta; Tat Mc.Graw – Hill Publishing Co.Ltd., New Delhi. 3. Theory of Structures by R.S. Khurmi, S. Chand Publishers 4. Strength of Materials and Mechanics of Structures- by B.C.Punmia, Khanna Publications, New Delhi.

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B.Tech- 3rdSemester

SYLLABUS


Lab: Concrete Technology Course Code: CE 2212 L: T: P: C:: 0:0:3:2

OBJECTIVES

i) To determine the physical properties like specific gravity of cement, fine and coarse Aggregate. ii) To determine the physical properties like soundness of cement. iii) To determine whether the mix is workable through various methodologies. iv) To determine strength characteristics of cement mortar & plain cement concrete. v) To get exposure to various Non Destructive Techniques to measure the strength parameters.

OUTCOMES At the end of course student will be able to

a) Infer the test results as per relevant I.S. provisions and check the suitability of materials for construction.

b) Understand the theoretical concepts learned in the course concrete technology. c) Design the mix, make the specimens and test the same for the strength and in comparison with

design strength. d) Able to get the thorough knowledge on the Various Non destructive methodologies in comparison

with the conventional methods. e) Acquires the skill of testing & interpretation of tests results and make necessary modifications to

the Ingredients and Mix Proportion to achieve the high quality finished hardened concrete.

LIST OF EXERCISES: 1. Normal Consistency and fineness of cement. 2. Initial setting time and final setting time of cement. 3. Specific gravity and soundness of cement. 4. Compressive strength of cement. 5. Workability test on concrete by compaction factor, slump and Vee-bee. 6. Young’s modulus, compressive strength, split tensile strength of concrete. 7. Sieve analysis, Specific gravity and Bulking of sand. 8. Tests on Coarse aggregate: Flakiness index, elongation index, specific Gravity and sieve analysis. 9. Non-Destructive testing on concrete---rebound hammer LIST OF EQUIPMENT: 1. Length and elongation gauges 2. Vicat’s apparatus 3. Specific gravity bottle. 4. Lechatlier’s apparatus. 5. Slump and compaction factor setups 6. Longitudinal compresso meter 7. Rebound hammer, Pulse velocity machine

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B.Tech- 3rdSemester

SYLLABUS


Lab:Fluid Mechanics and Hydraulic Machinery Course Code: CE 2213 L: T: P: C:: 0:0:3:2

Objectives:

i) To know the different types of flow using Reynolds apparatus ii) To verify the Bernoulli’s equation by using Bernoulli’s apparatus. iii) To determine the venturi coefficient by using venturi meter. iv) To find out the frictional losses in flow through pipes. v) To study the coefficient of contraction in an open orifice. vi) To study the coefficient of discharge in V- Notches and rectangular notch. vii) To studying the characteristic of a centrifugal pump. viii) To studying the characteristic curves of a pelton wheel and Frances turbine.

Outcomes:

a) Students can able to explain about units, dimensions and fluid statics and its applications. b) They can able to explain the fluid flow phenomena, types of fluid and its flow types. c) They can able to derive the continuity equation, momentum balance equation and also solve

problems. d) They can able to derive the mechanical energy balance equation with friction and without friction. e) They can able to explain and derive compressible fluid flow and flow processes. f) Students can capable to design turbines with the available heads. g) Student can able to identify the type of turbine with known specific speed. h) Student can able identify and design the pumps with known specific speed and manometric head.

LIST OF EXERCISES: 1. Calibration of Venturimeter& Orifice meter 2. Determination of Coefficient of discharge for a small orifice by a constant head method. 3. Determination of Coefficient of discharge for an external mouth piece by variable head method. 4. Calibration of contracted Rectangular Notch and /or Triangular Notch 5. Determination of Coefficient of loss of head in a sudden contraction and friction factor. 6. Verification of Bernoulli’s equation. 7. Impact of jet on vanes 8. Study of Hydraulic jump. 9. Performance test on Pelton wheel turbine 10. Performance test on Francis turbine. 11. Efficiency test on centrifugal pump. 12. Efficiency test on reciprocating pump. ** Any ten exercises of the above.

Documents

Department of Civil Engineering B.Tech (Civil Engineering