Friday, July 4, 2014

GATE Syllabus for Civil Engineering (CE)


GATE Syllabus for Civil Engineering (CE)

ENGINEERING MATHEMATICS

Linear Algebra: Matrix algebra, Systems of linear equations, Eigen values and eigenvectors.
Calculus: Functions of single variable, Limit, continuity and differentiability, Mean value theorems, Evaluation of definite and improper integrals, Partial derivatives, Total derivative, Maxima and minima, Gradient, Divergence and Curl, Vector identities, Directional derivatives, Line, Surface and Volume integrals, Stokes, Gauss and Green’s theorems.
Differential equations: First order equations (linear and nonlinear), Higher order linear differential equations with constant coefficients, Cauchy’s and Euler’s equations, Initial and boundary value problems, Laplace transforms, Solutions of one dimensional heat and wave equations and Laplace equation.
Complex variables: Analytic functions, Cauchy’s integral theorem, Taylor and Laurent series.
Probability and Statistics: Definitions of probability and sampling theorems, Conditional probability, Mean, median, mode and standard deviation, Random variables, Poisson,Normal and Binomial distributions.
Numerical Methods: Numerical solutions of linear and non-linear algebraic equations Integration by trapezoidal and Simpson’s rule, single and multi-step methods for differential equations.

STRUCTURAL ENGINEERING

Mechanics: Bending moment and shear force in statically determinate beams. Simple stress and strain relationship: Stress and strain in two dimensions, principal stresses, stress transformation, Mohr’s circle. Simple bending theory, flexural and shear stresses, unsymmetrical bending, shear centre. Thin walled pressure vessels, uniform torsion, buckling of column, combined and direct bending stresses.
Structural Analysis:Analysis of statically determinate trusses, arches, beams, cables and frames, displacements in statically determinate structures and analysis of statically indeterminate structures by force/ energy methods, analysis by displacement methods (slope deflection and moment distribution methods), influence lines for determinate and indeterminate structures. Basic concepts of matrix methods of structural analysis.
Concrete Structures: Concrete Technology- properties of concrete, basics of mix design. Concrete design- basic working stress and limit state design concepts, analysis of ultimate load capacity and design of members subjected to flexure, shear, compression and torsion by limit state methods. Basic elements of prestressed concrete, analysis of beam sections at transfer and service loads.
Steel Structures: Analysis and design of tension and compression members, beams and beam- columns, column bases. Connections- simple and eccentric, beam–column connections, plate girders and trusses.Plastic analysis of beams and frames.

GEOTECHNICAL ENGINEERING

Soil Mechanics:Origin of soils, soil classification, three-phase system, fundamental definitions, relationship and interrelationships, permeability &seepage, effective stress principle, consolidation, compaction, shear strength.
Foundation Engineering:Sub-surface investigations- scope, drilling bore holes, sampling, penetration tests, plate load test. Earth pressure theories, effect of water table, layered soils. Stability of slopes-infinite slopes, finite slopes. Foundation types-foundation design requirements. Shallow foundations-bearing capacity, effect of shape, water table and other factors, stress distribution, settlement analysisinsands & clays. Deep foundations–pile types, dynamic &static formulae, load capacity of piles in sands &clays, negative skin friction.

WATER RESOURCES ENGINEERING

Fluid Mechanics and Hydraulics: Properties of fluids, principle of conservation of mass, momentum, energy and corresponding equations, potential flow, applications of momentum and Bernoulli’s equation, laminar and turbulent flow, flow in pipes, pipe networks. Concept of boundary layer and its growth. Uniform flow, critical flow and gradually varied flow in channels, specific energy concept, hydraulic jump. Forces on immersed bodies, flow measurements in channels, tanks and pipes. Dimensional analysis and hydraulic modeling. Kinematics of flow, velocity triangles and specific speed of pumps and turbines.
Hydrology: Hydrologic cycle, rainfall, evaporation, infiltration, stage discharge relationships, unit hydrographs, flood estimation, reservoir capacity, reservoir and channel routing. Well hydraulics.
Irrigation: Duty, delta, estimation of evapo-transpiration. Crop water requirements. Design of: lined and unlined canals, waterways, head works, gravity dams and spillways. Design of weirs on permeable foundation. Types of irrigation system, irrigation methods. Water logging and drainage, sodic soils.

ENVIRONMENTAL ENGINEERING

Water requirements: Quality standards, basic unit processes and operations for water treatment. Drinking water standards, water requirements, basic unit operations and unit processes for surface water treatment, distribution of water. Sewage and sewerage treatment, quantity and characteristics of wastewater. Primary, secondary and tertiary treatment of wastewater, sludge disposal, effluent discharge standards. Domestic wastewater treatment, quantity of characteristics of domestic wastewater, primary and secondary treatment Unit operations and unit processes of domestic wastewater, sludge disposal.
Air Pollution: Types of pollutants, their sources and impacts, air pollution meteorology, air pollution control, air quality standards and limits.
Municipal Solid Wastes:Characteristics, generation, collection and transportation of solid wastes, engineered systems for solid waste management (reuse/ recycle, energy recovery, treatment and disposal).
Noise Pollution: Impacts of noise, permissible limits of noise pollution, measurement of noise and control of noise pollution.

TRANSPORTATION ENGINEERING

Highway Planning: Geometric design of highways, testing and specifications of paving materials, design of flexible and rigid pavements.
Traffic Engineering: Traffic characteristics, theory of traffic flow, intersection design, traffic signs and signal design, highway capacity.

SURVEYING

Importance of surveying, principles and classifications, mapping concepts, coordinate system, map projections, measurements of distance and directions, leveling, theodolite traversing, plane table surveying, errors and adjustments, curves.

IES - Civil Engineering Syllabus



IES-Civil Engineering Syllabus

Civil Engineering Syllabus for Indian Engineering Services Exam
Paper I
1. BUILDING MATERIALS
Timber: Different types and species of structural timber, density-moisture relationship, strength in different directions, defects, influence of defects on permissible stress, preservation, dry and wet rots, codal provisions for design, Plywood.
Bricks: Types, Indian Standard classification, absorption, saturation factor, strength in masonry, influence of morter strength on masonry strength.
Cement: Compounds of, different types, setting times, strength.
Cement Mortar: Ingredients, proportions, water demand, mortars for plastering and masonry.
Concrete: Importance of W/C Ratio, Strength, ingredients including admixtures, workability, testing for strength, elasticity, non-destructive testing, mix design methods.
2. SOLID MECHANICS
Elastic constants, stress, plane stress, Mohr’s circle of stress, strains, plane strain, Mohr’s circle of strain, combined stress; Elastic theories of failure; Simple bending, shear; Torsion of circular and rectangular sections and simple members.
3. STRUCTURAL ANALYSIS
Analysis of determinate structures - different methods including graphical methods.
Analysis of indeterminate skeletal frames - moment distribution, slope-deflection, stiffness and force methods, energy methods, Muller-Breslau principle and application.
Plastic analysis of indeterminate beams and simple frames - shape factors.
4. DESIGN OF STEEL STRUCTURES
Principles of working stress method. Design of connections, simple members, Built-up sections and frames, Design of Industrial roofs. Principles of ultimate load design. Design of simple members and frames.
5. DESIGN OF CONCRETE AND MASONRY STRUCTURES
Limit state design for bending, shear, axial compression and combined forces. Codal provisions for slabs, beams, walls and footings. Working stress method of design of R.C. members.
Principles of prestressed concrete design, materials, methods of prestressing, losses. Design of simple members and determinate structures. Introductions to prestressing of indeterminate structures.
Design of brick masonry as per I.S. Codes.
6. CONSTRUCTION PRACTICE, PLANNING AND MANAGEMENT
Concreting Equipment:
Weight Batcher, Mixer, vibrator, batching plant, concrete pump.
Cranes, hoists, lifting equipment.
Earthwork Equipment:
Power shovel, hoe, dozer, dumper, trailers and tractor, rollers, sheep foot rollers, pumps.
Construction, Planning and Management:
Bar chart, linked bar chart, work-break down structures, Activity - on - arrow diagrams. Critical path, probabilistic Activity durations; Event-based networks.
PERT network: Time-cost study, crashing; Resource allocation.
Paper II
1 A. FLUID MECHANICS, OPEN CHANNEL FLOW, PIPE FLOW
Fluid Properties, Pressure, Thrust, Buoyancy; Flow Kinematics; Integration of flow equations; Flow measurement; Relative motion; Moment of momentum; Viscosity, Boundary layer and Control, Drag, Lift; dimensional Analysis, Modelling; Cavitation; Flow oscillations; Momentum and Energy principles in Open channel flow, Flow controls, Hydraulic jump, Flow sections and properties; Normal flow, Gradually varied flow; Surges; Flow development and losses in pipe flows, Measurements; Siphons; Surges and Water hammer; Delivery of Power Pipe networks.
1 B. HYDRAULIC MACHINES AND HYDROPOWER
Centrifugal pumps, types, performance parameters, scaling, pumps in parallel; Reciprocating pumps, air vessels, performance parameters; Hydraulic ram; Hydraulic turbines, types, performance parameters, controls, choice; Power house, classification and layout, storage, pondage, control of supply.
2 A. HYDROLOGY
Hydrological cycle, precipitation and related data analyses, PMP, unit and synthetic hydrographs; Evaporation and transpiration; Floods and their management, PMF; Streams and their gauging; River morphology; Routing of floods; Capacity of Reservoirs.
2 B. WATER RESOURCES ENGINEERING
Water resources of the globe: Multipurpose uses of Water: Soil-Plant-Water relationships, irrigation systems, water demand assessment; Storages and their yields, ground water yield and well hydraulics; Waterlogging, drainage design; Irrigation revenue; Design of rigid boundary canals, Lacey’s and Tractive force concepts in canal design, lining of canals; Sediment transport in canals; Non-Overflow and overflow sections of gravity dams and their design, Energy dissipators and tailwater rating; Design of headworks, distribution works, falls, cross-drainage works, outlets; River training.
ENVIRONMENTAL ENGINEERING
3 A. WATER SUPPLY ENGINEERING
Sources of supply, yields, design of intakes and conductors; Estimation of demand; Water quality standards; Control of Water-borne diseases; Primary and secondary treatment, detailing and maintenance of treatment units; Conveyance and distribution systems of treated water, leakages and control; Rural water supply; Institutional and industrial water supply.
3 B. WASTE WATER ENGINEERING
Urban rain water disposal; Systems of sewage collection and disposal; Design of sewers and sewerage systems; pumping; Characteristics of sewage and its treatment, Disposal of products of sewage treatment, streamflow rejuvenation Institutional and industrial sewage management; Plumbing Systems; Rural and semi-urban sanitation.
3 C. SOLID WASTE MANAGEMENT
Sources, classification, collection and disposal; Design and Management of landfills.
3 D. AIR AND NOISE POLLUTION AND ECOLOGY
Sources and effects of air pollution, monitoring of air pollution; Noise pollution and standards; Ecological chain and balance, Environmental assessment.
4 A. SOIL MECHANICS
Properties of soils, classification and interrelationship; Compaction behaviour, methods of compaction and their choice; Permeability and seepage, flow nets, Inverted filters; Compressibility and consolidation; Shearing resistance, stresses and failure; soil testing in laboratory and in-situ; Stress path and applications; Earth pressure theories, stress distribution in soil; soil exploration, samplers, load tests, penetration tests.
4 B. FOUNDATION ENGINEERING
Types of foundations, Selection criteria, bearing capacity, settlement, laboratory and field tests; Types of piles and their design and layout, Foundations on expansive soils, swelling and its prevention, foundation on swelling soils.
5 A. SURVEYING
Classification of surveys, scales, accuracy; Measurement of distances - direct and indirect methods; optical and electronic devices; Measurement of directions, prismatic compass, local attraction; Theodolites - types; Measurement of elevations - Spirit and trigonometric levelling; Relief representation; Contours; Digital elevation modelling concept; Establishment of control by triangulations and traversing - measurements and adjustment of observations, computation of coordinates; Field astronomy, Concept of global positioning system; Map preparation by plane tabling and by photogrammetry; Remote sensing concepts, map substitutes.
5 B. TRANSPORTATION ENGINEERING
Planning of highway systems, alignment and geometric design, horizontal and vertical curves, grade separation; Materials and construction methods for different surfaces and maintenance: Principles of pavement design; Drainage.
Traffic surveys, Intersections, signalling: Mass transit systems, accessibility, networking.
Tunnelling, alignment, methods of construction, disposal of muck, drainage, lighting and ventilation, traffic control, emergency management.
Planning of railway systems, terminology and designs, relating to gauge, track, controls, transits, rolling stock, tractive power and track modernisation; Maintenance; Appurtenant works; Containerisation.
Harbours - layouts, shipping lanes, anchoring, location identification; Littoral transport with erosion and deposition; sounding methods; Dry and Wet docks, components and operational Tidal data and analyses.
Airports - layout and orientation; Runway and taxiway design and drainage management; Zoning laws; Visual aids and air traffic control; Helipads, hangers, service equipment.

IES MODEL QUESTION PAPERS

IES MODEL QUESTION PAPERS
  1. 2000:Civil Engineering (Objective Type) Paper – 1
  2. 2000:Civil Engineering (Objective Type) Paper – 2
  3. 2001:Civil Engineering (Objective Type) Paper – 1
  4. 2001:Civil Engineering (Objective Type) Paper -2
  5. 2002:Civil Engineering (Objective Type) Paper -1
  6. 2002:Civil Engineering (Objective Type) Paper -2
  7. 2003:Civil Engineering (Objective Type) Paper -1
  8. 2003:Civil Engineering (Objective Type) Paper -2
  9. 2004:Civil Engineering (Objective Type) Paper -1
  10. 2004:Civil Engineering (Objective Type) Paper -2
  11. 2005:Civil Engineering (Objective Type) Paper -1
  12. 2005:Civil Engineering (Objective Type) Paper -2
  13. 2006:Civil Engineering (Objective Type) Paper -1
  14. 2006:Civil Engineering (Objective Type) Paper -2
  15. 2007:Civil Engineering (Objective Type) Paper -1
  16. 2007:Civil Engineering (Objective Type) Paper -2
  17. 2008:Civil Engineering (Objective Type) Paper -1
  18. 2008:Civil Engineering (Objective Type) Paper -2

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Thursday, April 3, 2014

HHM - Assignment 2

ANSWER ANY ONE UNIT (ALL QUESTIONS)  AND SUBMIT AS ASSIGNMENT 
ON OR BEFORE 09-APR-2014

HYDRAULICS AND HYDRAULIC MACHINES

Unit 5: Hydraulic Turbines - I

1.     a) How are turbines classified? Explain
b) What is a draft tube? Why is it used in a reaction turbine? Explain with the help of sketches two different types of draft tubes

2.    A Pelton wheel is required to develop 12000 kW when working under a head of 300m. It rotates at a speed of 540 rpm. Assuming the jet ratio as 10 and overall efficiency as 84%, calculate the diameter of the wheel, the quantities of water required and the number of jets.

3.    A Kaplan turbine works under a head of 22m and runs at 150 rpm. The diameters of the runner and boss are 4.50m and 2.0m respectively. The flow ratio is 0.43. The inlet vane angle at the extreme edge of the runner is 200. If the turbine discharges radially at outlet, determine the discharge and hydraulic efficiency. And also draw the inlet and outlet velocity triangles.

4.    An inward flow reaction turbine has inner and outer diameter of the wheel as 350mm and 750mm respectively. The vanes radial at inlet and the discharge is radial of outlet. The water enters the vane at an angle of 150. Assuming the velocity of flow to be constant and equal to 3.5m/sec, Find the speed of the wheel and the vane angle at outlet.

Unit 6: Hydraulic Turbines - II

5.    A Francis turbine working under a head of 5 m at a speed of 210 rpm develops 75 KW when the rate of flow of water is 1.8 m3/ sec. If the head is increased to 16 m, determine the speed, discharge and power.

6.    A turbine is to operate under a head of 30m and a speed of 300 rpm. The discharge is 10 cumecs. If the efficiency of the turbine is 90%, determine the specific speed of the turbine, Power generated and Type of turbine

7.    A hydraulic turbine develops 120 KW under a head of 10 m at a speed of 1200 rpm and gives an efficiency of 92%. Find the water consumption and the specific speed. If a model of scale 1: 30 is constructed to operate under a head of 8m what must be its speed, power and water consumption to run under the conditions similar to prototype.

8.    a) What are the physical indicators for the presence of cavitations in turbines?
     b)  What do you understand by unit speed of a turbine? What is its use?

Unit 7: Centrifugal Pumps

9.    Centrifugal pump discharges 1200 lit/minute against a head of 16.5 m when the speed is 1500 rpm. The diameter of the impeller is 35 cm and the power required is 6 H.P. A geometrically similar pump of 45 cm is to run at 1750 rpm. Assuming equal efficiency, Find i) the head developed ii) the discharge and iii) power developed by the 45 cm pump.

10. How are pumps classified? Quote the approximate values of specific speed for different types.

11. The impeller of a centrifugal pump has 1.2 m outside diameter. It is used to lift 1.8 m3/s of water to a height of 6m. Its blades make an angle of 1500 with the direction of motion at outlet and runs at 200 rpm. If the radial velocity of flow at outlet is 2.5m/s, find the useful H.P and efficiency

12. A centrifugal pump 20 cm diameter running at 1450 rpm delivers 0.1 m3/s against a head of 40 m with an efficiency of 90%. Determine its specific speed.

Unit 8: Hydropower Engineering

13. Draw the typical layout of hydroelectric power plant and explain its components.

14. Where is the location of surge tank in hydro power installation? Explain with a neat sketch.

15. Write down the advantages and disadvantages of hydroelectric power plants.

16. Explain different measures to be taken for safe operation of hydroelectric power plants


DSS - Assignment 2


ANSWER ANY ONE UNIT (ALL QUESTIONS)  AND SUBMIT AS ASSIGNMENT 
ON OR BEFORE 09-APR-2014

Design of Steel Structures (DSS)

Unit 5: Beams
1.     Design a beam of effective span 6 m subjected to UDL of 10 kN/m and two concentrated loads of 80 kN each at 2m and 4m respectively from the left support. The beam is laterally supported.

2.     A hall 12m x 8 m has to be provided with a 120mm thick roof slab. The roof shall also be provided with 75 mm thick cement concrete. The live load on the slab is 1.5 kN/m2. Design an intermediate steel beam, if the beams are spaced at 3 m c/c

3.     Find the superimposed live load carrying capacity of ISMB 400@0.822 KN/m, if it to be used over a simply supported effective span of 6.4 m. The beam is laterally supported.

4.     Design a laterally unsupported beam with 6 m simply supported effective span, subjected to UDL of 20 kN/m over entire span and a point load of 40 kN at mid span. Depth of beam is restricted to 350 mm

Unit 6: Eccentric Connections
5.     An ISLB 225 @ 230.5 N/m and 1 m long is connected at one end to the column section ISHB 200 @ 365.9 N/m. It supports a load of 300 kN at its free end. Design the Bolted connection.

6.     Design a framed connection to connect an ISLB 350 @ 485.6 N/m transmitting an end reaction of 300 kN to the web of ISMB 550 @ 1017.3 N/m.  Design the Bolted connection.

7.     A load of 150 kN is to be transferred through a bracket plate of 12mm thick to the flange of a column section ISHB 300 @ 618 N/m. The load is acting at an eccentricity of 100mm from the column face. Design Bolted connection

8.     Draw the typical sketches to show the following beam column connections:
a). Framed Connection b). Unstiffened Seated Connection c) Stiffened Seated Connection

Unit 7: Plate Girders

9.    Design a welded plate girder 24 m in effective span and simply supported at ends. It carries an uniformly distributed load of 100 kN/m. draw section at support and front elevation of plate girder

10.  What are stiffeners and why are they used? How many types of stiffeners are being used in the design of plate girder? Give the conditions (as per IS 800) when stiffeners are required.

11.  A plate girder is subjected to a maximum factored moment of 4000 kN-m and factored shear force of 600 kN. Design girder without any stiffeners

12.  A plate girder with Fe415 plates is having 12mmx150mm web plate and 56mm x 500mm flange plates. Determine the flexural strength, if the compression flange supported laterally.

Unit 8: Roof Truss
13.  Explain various types of Roof Trusses with neat sketch

14.  Draw a Flink Roof Truss of 12m span. Explain and label following members on
           a) Top Chord Members     
           b)    Bottom Chord Members
           c)     Struts
           d)    Slings
           e)     Sag Tie

15.  Find member forces in a steel roof truss as shown in Fig. for a clear span of 12.45 m. The trusses supported over masonry columns 45cm x 45 cm. The trusses are placed at 3 m c/c and support galvanized iron sheet on rafters and steel purlins. The rise of the truss is 1/3 of span and tile wind normal to the roof surface is 1500 N/m2


16.  Design a channel section purlin for the following data:
Spacing of Trusses: 4m
Spacing of Purlins: 1.8m
Weight of Sheets: 100 N/m2
Weight of Purlin: 100 N/m
Live Load: 0.5 kN/m2
Wind Load: 1.5 kN/m2  (Suction)
Inclination of main Rafter is 200





Wednesday, April 2, 2014

Major Project - IV Year (Internal Viva)

Major Project - IV Year
(Internal Viva)

  1. All students in a team should meet concerned project guide along with Project Report (Spiral Bind)
  2. All students should take Project Viva by the Guide for 50 Marks and should get Signature
  3. All students should take Signature from HOD
  4. FINAL PROJECT REPORT should be printed only after taking signatures from both Guide and HOD
  5. Marks which are given by the concern guide will be finalized by HOD based on your performance and explanation.
  6. Last date: 03-Apr-2014

Comprehensive Viva - IV Year


Comprehensive Viva - IV Year

Date: 03-Apr-2014
Time: 10.00am to 12.30pm and 1.30pm to 4pm
No. of Interviews: 2 

Note: Negative marks will be given to students who doesn't follow the below: 
  1. Formals (10 Marks)
  2. ID Cards (5 Marks)
  3. Lack of discipline during interview (5 Marks)


S.No.
Roll Number
Student Name
Panel 1
(50 Marks)
Panel 2
(50 Marks)
1
08E11A0108
CHAITANYA D


2
08E11A0116
JOYCE RAJ


3
08E11A0119
MERCY RAJ


4
09E11A0124
PARIKSHITH T


5
09E11A0128
RAJA SEKHARA REDDY N


6
10E11A0101
ABHISHEK P


7
10E11A0102
ASWANI B


8
10E11A0103
BHARATH CHANDER T


9
10E11A0105
DEEPTHI L


10
10E11A0106
DIVYASRI N


11
10E11A0107
EJAZ AHMED


12
10E11A0108
HARISH B


13
10E11A0109
JAYAKRISHNA S


14
10E11A0110
JYOTHI D


15
10E11A0111
KARTHIK KUMAR G


16
10E11A0113
MADHUSUDHAN K


17
10E11A0114
MADHUSUDHAN REDDY P


18
10E11A0115
MAHENDER L


19
10E11A0116
MAHESH CH


20
10E11A0117
MAHESH KUMAR R


21
10E11A0118
MALAVIKA N


22
10E11A0119
MOHAN N


23
10E11A0120
NANDA KAMAL B


24
10E11A0121
NANDA KISHORE K


25
10E11A0122
NARESH N


26
10E11A0123
NAVEEN KUMAR T


27
10E11A0124
NEHA SHIREEN


28
10E11A0125
PRADEEP KUMAR K


29
10E11A0126
RAGHAVENDER REDDY M


30
10E11A0128
RAMSAGAR M


31
10E11A0129
RAVI K


32
10E11A0130
RAVI TEJA G


33
10E11A0131
ROHIT SAI SANJEEV Y


34
10E11A0132
SAHITH REDDY M


35
10E11A0133
SAI SANDEEP REDDY B


36
10E11A0134
SHARATH CHANDER T


37
10E11A0135
SHIRISHA REDDY G


38
10E11A0136
SINDHU D


39
10E11A0137
SPANDANA G


40
10E11A0138
SRAVAN REDDY M


41
10E11A0140
SRIKANTH J


42
10E11A0141
SUKESH K


43
10E11A0142
SUPRIYA B


44
10E11A0143
SUPRIYA K


45
10E11A0144
SUSHMITHA E


46
10E11A0145
SWATHI B


47
10E11A0147
VAKEEL MA


48
10E11A0148
VENKAT REDDY B


49
10E11A0149
VENKAT REDDY J


50
10E11A0150
VIJAY B


51
10E11A0151
VIKAS G


52
10E11A0152
VIKAS K


53
10E11A0153
VINAY KUMAR G


54
10E11A0154
VINEETH REDDY J


55
10E11A0155
SURAJ SAHANI


56
10E11A0156
JHANSI LAXMI T


57
10E11A0158
YASHWANTH V


58
10E11A0159
MANOJ REDDY M


59
10E11A0160
SRAVANI R


60
11E15A0101
SRILATHA S


61
11E15A0102
VINOD KUMAR V


62
11E15A0103
SANTOSH CH


63
11E15A0104
PRAVEEN KUMAR A


64
11E15A0105
NARASAMMA D


65
11E15A0106
AMRUTHA S


66
11E15A0107
SAI KUMAR B