Sub.Teachin~ Scheme Assessment of Marks for Theory Assessment of Marks for Practical Duration

code SubjectL T PiD Total Paper CA Tolal Min for Practtcal CA Tola! Min for of Paper

Passiml Passinq In Hrs.6{:EG1 Structural :3 1 2 6 SO 20 100 40 25 25 50 25, "6STOI .A.n;)lysis II .j

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6Ct04 Fluid :3 ~ 2 6 8.0 20 JOO 40 25 25 50 25 "fviechanics !I i .j-

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Total 15 5 13 33 400 100 500 -- 100 100 200

6CE01 I 6ST01 Structural Analysis - II(3L+IT+2P)SECTION -A

UNIT-I1. Kanis Method applied to symmetrical and unsymmetrical frames with sway (Up tosingle bay Two storey)UNIT -II2. Approximate method of Structural analsis for multi- storeyed frames with lateral loads(Portal and Cantilever method), Approximate methods for vertical loads i.e. Substituteframe method etc.(Max. three bay three storey)UNIT III3. Column Analogy method, Application to beams, Calculations of Stiffness factors andcarryover factors for non-prismatic method, Analysis of non-prismatic fixed beams.

UNIT -IV4. a) Introduction to Flexibility Method of structural analysis, influence coefficient,Choise of base determinate structure and redundant forces, compatibility equations.Hand solution of simple beam problems.

b) Moment distribution applied to frames with sway (up to single storey two bay)UNIT - V5. strain energy method applied to simple composite structures (Simple problems),Introduction to basic theory of elasticity, Concept of stress, strains, strain displacementrelationship, equation of equilibrium, boundary conditions, generalized Hooks low,plane stress and plane strain problems.UNIT - VI6. Theory of photoelasticity applied to beams. Study of various types of strain gauges,Analysis of strains by stain gauges.

PRACTICALS:Minimum 10 of the following:

1. To find the slope & deflection of continuous beam.2. To find the value of Flexural rigidity (EI) for a given beams & compare with

theoretical value.3. To determine the moment required to produce a given rotation at one end of a

beam when the other end is pinned, fixed.4. To study the behavior of different types of struts and to calculate the Eulers

Buckling load for each case.5. To verify Maxwell's reciprocal theorem for beam.6. To measure the strain in the cantilever beam with the help of acoustic strain

gauge.7. Study of various type of strain gauges.8. Plotting of influence line by making use of Muller - Breslau principle.9. Determination of deflection of Trusses by Willot Mohars Diagram.10. Determination of material fringe value.11. DetermiQation of stress in beam by photoelastic method.12. To find horizontal thrust and to draw the influence line fort horizontal thrust for

two hinge arch.

13. To calculate horizontal deflecton at roller end in two hinged arch.14. To measure the strain in the cantilever beam with the help of electrical resistance

strain gauge.15. To determine horizontal thrust for indeterminate portal frame16. Study of polariscope

References:1. C K Wang, 'Intermediate Structural Analysis'2. S.P. Timoshenko , 'Theory of Structure'3. jain, Jai Krishna, ' Plain and Reinforced concrete Astructures' , Vol - II4. S P Timoshenko , 'Theory of Elastcity'5. Rally & Dally, 'Experimental Stress Analysis'

6C02 I 6ST03 R.C.C. STRUCTURES 3(L) +1 (T)+ 2(0)SECTION A

(four question of 10 marks are to be answered out six questions of 10 marks each to beset on Units I to IV)UNITI

1. Introduction to the Working Stress Method of RCC design .Basic concept indesign for flexure, assumptions, design constants.Analysis of the rectangularsection.Balanced, under - reinforced and over - reinforced sections. Drawback & limitations ofWorking Stress metod. (3)

2. Prestressed Concrete: Properties of high grade materials, concepts ofprestressed concrete, method of prestessing , losses in prestressing .Various systemsfor prestessing with particular reference to Freyssinet , Magnel Blatton and Giffod Udallsystem .Analysis of rectangular, T and I section.

UNIT II3. Introduction to Limit State Design: Concept of probabilistic design and limit

state design. Characterstic nvalues , partial safety factors, stress srainrelationship stress block parameters, failure criteria, types and properties ofreinforcement, limit state of Servicebility and limit state of collapse. Other limitstates. Review of IS-456 -2000 (2)

4. Limit state of collapse in flexure: Analysis and design of singly reinforcedrectangular section. Balanced failure mode, primary tension failre mode andprimary compression failure mode. (2)

UNIT III5. limit state of Collapse in Flexure: Analysis & design of the Tee & L- beam

section.6. Limit state of collapse in compression: Analysis & design of short axially

loaded column .Columns subjected to uniaxial bending, use of interactioncurv~s. (3)

UNITIV7. limit state of Collapse in Shear & Bond: Deasign of beam for shear, shear

span, post cracking resistance, shear mechanism approach, shear failure

modes and collapse loads, interaction of shear, flexure and axial force, Checkfor bond.

8. Limit State of servisibility:(i) Causes and control of cracking: Crack in plastic concrete at early

age. Cracks due to temperature and shrinkage. restrain inducedcracks, CraCKS DUE TO LOADING. Needs for crackwidth control.Moment - curvature relationship, deflection control of beams andone way slabs.(no numerical calculations)

SECTION B(Two questions of 20 marks are to be answered out of Three questions of 20 markseach to be set on Units V & VI)UNITV

9. Design of circular water tank with roof slab/ dome resting on ground byApproximate method / IS code method. (4)

10. Design of rectangular water tank with one -way roof slab resting on ground byapproximate method / IS code method. (4)

11. Design of Prestressed slab/ rectangular beam. (2)UNIT VI (With LSM)

12. Design of one -way, simply supported, single span and cantilever slabs andcontinuous slab / beam with IS coefficients. (4)

13. Design of rectangular pad / slopped footing for axial load.14. Design of Dog -Legged and Open Well Starcases

Practicals:I)II)III)IV)V)VI)

(3)(4)

Circular water tank with roof slab/dome resting on ground.Rectangular water tank with one -way roof slab resting on ground.Single span prestressed concrete rectangular beam, slab.One way slab, continuous slab.Rectangular pad / slopped footing.Dog- legged / Open well staircase.

GEOTECHNICAL ENGINEERING - IISECTION -A

Unit- i:GEOTECHNICAL EXPLORATION:

Importance and objectives of field exploration, principal methods of subsurfaceexploration, open pits & shafts, types of boring, number, location and depth of boringfor different structures, type of soil samples & samplers. Principles of design ofsamplers, collection & shipment of samples, boring and sampling record. Standardpenetration test, corrections to N -values & correlation for obtaining design soilparameters. (6)Unit -II :STABILITY OF SLOPES:

Causes and types of slope failure, stability analysis of infinite slopes and finiteslopes, 0 center of critical slip circle, slices method for homogenous c- 0 soil slopeswith pore pressure consideration. Taylors stability numbers & stability charts, meyhodsof improving stability of slopes, types, selection and design of graded filters. (7)Unit III :LATERAL EARTH PRESSURE:

Earth pressure at rest, active & passive pressure, General & local states of plasticequilibrium in soil. Rankines and Coulomb's theories for earth pressure. Effects ofsurcharge, submergence. Rebhann's criteria for active earth pressure. Graphicalconstruction by Poncelet and Culman for simple cases of wall-soil system for activepressure condition. (8)

Unit-IV:GROUND IMPROVEMENT:

Method of soil stabilization use of admixtures (lime, cement, flyash ) instabilization. Basic concepts of reinforced earth, use of geosynthetic materials Salientfeatures, function and applications of various geosynthetic materials. Vibroflotation .sand darin installation. pre-loading. (5)Unit-VSHALLOW FOUNDATIONS:Bearing capacity of soils: Terzagi's theory, its validity and limitations, bearing capacityfactors, types of shear failure in foundation soil, effect of water table on bearingcapacity factors, types of shear failure in foundation soil, effect of water table onbearing capacity, correction factors for shape and depth of footings. Bearing capacityestimation from N-value , factors affecting bearing capacity, presumptive bearingcapacity.Settlement of shallow foundation: causes of settlement, elastic and consolidationsettlement, differential settlement, control of excessive settlement. Proportioning thefooting for equal settlement. Plate load test: Procedure, interpretation for bearingcapacity and settlement prediction. (8)Unit- VIPILE FOUNDATION:Classification of piles, constructional features of cast - in - situ & pre cast concretepiles. Pile driving methods, effect of pile driving on ground. Load transfer mechanism ofaxially loaded piles. Pile capacity by static formula & dynamic formula, pile load test andinterpretation of data, group action in piles, spacing of piles in groups. group efficiency,overlapping of stresses. Settlement of pile group by simple approach, negative skinfriction and its effect on pile capacity, general feature of under reamed piles. (8)

Books :1) Arora K.R. : Soil Mechanics & Foundation Engineering.2) Punmia B. C. : Soil Mechanics & Foundations3) Gopal Ranjan & Rao : Basic & Applied Soil Mechanics4) P Raj : Geotechnical Engineer

FLUID MECHANICS - II (3 L + 1T +2P)

SECTION -AUnit-I

1. LAMINAR FLOW (03)Steady uniform laminar flow in circular pipes; Velocity and shear stressdistribution; Hagen - Poiseuille equation.

2. BOUNDARY LAYER THEORY: (04)Nominal thickness, displacement thickness, momentum thickness of theboundary layer. Boundary layer along a long thin plate and it's characteristics;Laminar boundary layer; turbulent boundary layer, laminar sublayer : Separationof boundary layer on plane and curved surfaces.

3. REAL, INCOMPRESSIBLE FLUID FLOW AROUND IMMERSED BODIES: (04)In general defination of drag and lift; Flow past plates, cylinders and spheres;darg on sphere, cylinder and flat plate.

Unit - II4. FLOW THROUGH PIPES: (10)

Hydraulically smooth and rough pipes; Frictional resistance to flow of fluid insmooth and rough pipes; Nikurade's experiment; Moody's chart, Darcy-Weisbach & Hazen William,'s equation for frictional head loss; Hydraulicgradient and energy gradient: Pipes in series and parallel; Branched pipes;Sipon; transmission of power through pipes; Hardy - Cross method of pipenetworks; Waterhammer pressure head due to sudden closure of valve.

Unit -III5. FLOW THROUGH OPEN CHANNEL:

(A) GENERAL: (01)Types of channel and their geometrical properties; Types of flow in openchannel

(B) UNIFORM FLOW:(05)Chezy's and Manning's equations; Hydraulically most efficientrectangular, triangular and trapezoidal sections; Computations of normaldepyh of flow, conveyance of channel, section factor for uniform flow,normal slope and normal discharge.

(C) CRITICAL FLOW :(04)Specific energy and it's diagram ;alternate depths; Computations ofcritical depth section factor for critical flow, critical slope; normal criticalslope; Specific force and it's diagram; Conditions of critical flow.

Unit-IV(A) APPLICATIONS OF SPECIFIC ENERGY, GRADUAL TRANSITIONS OF

CHANNELS (02)(B) GRADUALLY VARIED FLOW: (05)

Dynamic equation for GVF ; Classification and characteristics of surfaceprofilesb; Direct Step method of computing profile length.

( C) RAPIDLY VARIED FLOW: (03)Defination of hydraulic jump; Equation of hydraulic jump in horizontal rectangularChannel; Length & height of jump; Energy loss in jump; Classifications of jump

Unit- V6. HYDRAULIC MODELS: (05)

Diffemce between model and prototype; Similitude-type of similarities; Modellaws Reynolods model law and Froude model law ; Types of model- distorted,undistorted ; Froudes method of determining resistance to partially submergedobjects like ship.

7. FLUID MACHINERY:(A) Impact of Jet stationary and moving curved vanes.(02)(B) TURBINES(03)

Defination : Gross and net heads; different efficiencies; Classification ofturbines; component parts and working principles; selection of turbineson the basis of head and specific speed.

Unit- VI8. Centtrifugal and Reciprocating Pumps

(A) CENTRIFUGAL PUMP :(06)Component parts; Working principle; Static and manometric heads; different efficiencies; Specific speed; Theoretical aspect ofmultistage pump, pump in parallel; Priming devices; Trouble &remedies; Main & operating characteristics curves. Selection onbasis of operating characteristics.

(B) RECIPROCATING PUMPS: (03)Comopnents parts, Working principle, Work done of single &double acting pumps; Negative slip, Air vessels - Workingprinciple and necessity.

PRACTICALS:Minimum TEN practicals , from the list given below shall be performwed:

1. Study of flow around immersed bodies.2. Determination of Darcy - Weisbach friction factor for given pipes.3. Determination of Mannings or Chezy's constant for an open channel.4. Developing specific energy diagram for an open channel.5. Study of GVF profiles6. Study of hydraulic jump in a horizontal rectangular channel.7. Study of performance of Fransis Turbine.8. Study of performance of Pelton wheel turbine.9. Study of performance of Centrifugal pump.10. Study of pwerformance of reciprocating pump.11. Design problem on pipe network analysis.

6CE05/6ST06 COMPUTER APPLICATION IN CIVIL ENGINEERING(3 L+1T+4P)

Unit -I IntroductionC-Fundamentals , CHARACTER SET data type constant and variables, Declaration ofconstants & variables, Expression, Statements, Symbolic constants.Operator and Expression I Arthmetic operator, Unary operator, Relation and Logicaloperator. Assignment operators, the conditional operator, Library functions.Data input & output Interactive programming preparing & running a complete simpleprogram.

Unit - II Control StatementsControl statement, the WHILE statements, do-while, for nested loop I if -else, switchbreak, continue. goto statement, comma operator.Unit - III Advance TopicsFunctions, Storage class, Arrays, Pointers, structures and Unions, Data files, FileHandling, Link list.

Unit-IV1. Fundamental of Numerical Methods, Interpolation & extrapolation. Numerical

Integration ( Simpsons method, Trapezoidal method, Newtons GaussQuadrature method) , Interactive Computer Program Development

Unit- V2. Solution of Linear Algebric Equations, Gauss qudrature method), solution errors.

Interactive Computer Progrm DevelopmentUnit - VI

3. Solution of non Linear Equations (Newton Raphson Schemes) I Initial & Twopoint boundary value problem, Euler's Runge-kutta Milnes etc, InteractiveComputer Program Development

Practical: Minimum Sixteen Computer program development min. one from eachof the following field using FORTRAN -95 / C LANGUAGE. Atleast two programs onmixed language. Atleast two programs on mixed language i.e. using bothFORTRN~95 and C and four programs in anyone language. It is recommended tohave atleast four programs based on Numericals methods in either Fortran or C andTwo assignments in application software's such as spread sheets, databasemanagement programs etc.1. Engineering Mechanics2. Strength of material3. Transportation Engineering4. Geotechnical Engineering5. Hydraulic Engineering6. Irrigation Engineering7. Surveying8. Estimating & costing9. Structural analysis10. Structural Design11. Environmental Engineering12. Matrix algebra, Solution techniques

13. Table generation from IS : 45614. Earthquake force calculation on structures as per IS: 1893

6CE06 TECHNICAL WRITING (3P)1. Reading Strategies: Practice in various reading techniques, skimming,

scanning, eye reading etc. Active and passive reading and interpreting chartsand interpreting charts and diagrams - Need and role of reading in technical /Industrial organization.

2. Return Communication: Introduction to technical writing - Discourse writing:Defination , Description. Instruction - Summary writing - cohesive paragraphs.

3. Business Communication: Business correspondance format, tone and massageof business letter prospective / point of view in purposive writing sales letters.

4. Listening & language developments: Barriers to listening: Physical andpsychological - steps to overcome them -listening with a propose - activelistening and anticipating the speaker - precise in note -taking - steps toimprove speakers contribution.

5. Successful speaking techniques: How to improve self - expression - Need forclear thinking - The speech process - Fluency and Accuracy in speech -Developing persuasive speaking skills - Goal oriented group discussion- Formaland public speaking practice.

REFERENCES:1. Alan Maley and Sandra Moulding, Learning to listen - Task for developing

listening skills, Cambridge University press, 19812. Deborach C. Andrews, Margaret D. Blickle , Technical Writing: Principle and

forms, Macmillan 19783. Eric. H. Glendinning and Beverly Holmstrom ,m Study reading- A course in

reading for academic purposes, Cambridge University Press 1992.4. John Kirkman, Good style - Writing for Science and Technology, E and FN

spon , an imprint of champman anf Hall 1992.5. List hamployoms , Benheasley , study writing, Cambridge University Press,

1987.6. Louis Trimple , English for Science and Technology - A discourse approach,

Cambridge University Press 1985.7. Patric Hanks, Gim Corbett, Business listening tasdks , Cambridge University

Press 1986.8. Sharon Bower, Painless / speaking, Thorsons 1990.9. Stewart Zimmer and Camp. , College English and communication, Macraw Hill ,

1987.10. Tom Hutchinson, Alan Waters, English for specific purpose, Cambridge

University Press 1987.