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CE6605 Important questions Environmental Engineering 2 Regulation 2013 Anna University

CE6605 Important questions Environmental Engineering 2

CE6605 Important questions Environmental Engineering 2 Regulation 2013 Anna University free download. Environmental Engineering 2 Important questions free pdf download.

Sample CE6605 Important questions :

1) What do you mean by time of concentration?

State its significance in sewage
design. (A/M-11)
 The period after which the entire area will start contributing to the runoff is called time of concentration.
(OR)
 It is defined as the longest time without unreasonable delay that will be required for a drop of water to flow from further point of drainage area.
 It indicates the time of flow, time of entry, exit and the run off times.

2) State the pollution control board norms for effluent discharge into streams? (A/M-11)

 To render sewage inoffensive.
 To save the aquatic life.
 Tom eliminate the danger of contamination of water supplies.
 The amount of treatment that should be given to the sewage.

3) List the factor influencing the fixing of design period? (A/M-11)

 Weather flow condition
 Rate of water supply
 Type of area served
 Population growth

6) State the necessity of waste water characterization? (M/J-12)

 It’s indicates the amount of heavy metals and synthesized organic compounds generated by industrial activities.
 As technological changes takes place in manufacturing. Changes also occur in the compounds discharged and the resulting waste water characteristics.
 Therefore waste water characterization on becomes a essential pats of an overall water quality management program.

Subject Name Environmental Engineering 2
Subject Code CE6605
Regulation 2013
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CE6605 Notes Environmental Engineering 2 Regulation 2013 Anna University

CE6605 Notes Environmental Engineering 2 Regulation 2013 Anna University

CE6605 Notes Environmental Engineering 2 Regulation 2013 Anna University free download. Environmental Engineering 2 Notes free pdf download.

UNIT I PLANNING FOR SEWERAGE SYSTEMS CE6605 Notes

Sources of wastewater generation – Effects – Estimation of sanitary sewage flow – Estimation of storm runoff – Factors affecting Characteristics and composition of sewage
and their significance – Effluent standards – Legislation requirements.

UNIT II SEWER DESIGN Environmental Engineering 2 Notes

Sewerage – Hydraulics of flow in sewers – Objectives – Design period – Design of sanitary and storm sewers – Small bore systems – Computer applications – Laying, joining & testing of sewers – appurtenances – Pumps – selection of pumps and pipe Drainage -. Plumbing System for Buildings – One pipe and two pipe system.

UNIT III PRIMARY TREATMENT OF SEWAGE CE6605 Notes

Objective – Selection of treatment processes – Principles, Functions, Design and Drawing of Units – Onsite sanitation – Septic tank with dispersion – Grey water harvesting – Primary treatment – Principles, functions design and drawing of screen, grit chambers and primary sedimentation tanks – Construction, operation and Maintenance aspects.

UNIT IV SECONDARY TREATMENT OF SEWAGE Environmental Engineering 2 Notes

Objective – Selection of Treatment Methods – Principles, Functions, Design and Drawing of Units – Activated Sludge Process and Trickling filter – Oxidation ditches, UASB – Waste
Stabilization Ponds – Reclamation and Reuse of sewage – sewage recycle in residential complex – Recent Advances in Sewage Treatment – Construction and Operation & Maintenance of Sewage Treatment Plants.

UNIT V DISPOSAL OF SEWAGE AND SLUDGE MANAGEMENT CE6605 Notes

Standards for Disposal – Methods – dilution – Self purification of surface water bodies – Oxygen sag curve – Land disposal – Sludge characterization – Thickening – Sludge digestion – Biogas recovery – Sludge Conditioning and Dewatering – disposal – Advances in Sludge Treatment and disposal.

 

Subject Name Environmental Engineering 2
Subject Code CE6605
Regulation 2013
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CE6604 Questions Bank Railways Airports and Harbour Engineering

CE6604 Questions Bank Railways Airports and Harbour Engineering

CE6604 Questions Bank Railways Airports and Harbour Engineering Regulation 2013 Anna University Free download. Railways Airports and Harbour Engineering Questions Bank free pdf download.

Sample CE6604 Questions Bank:

1. What are the necessities of points and crossings?

Points and crossings provide flexibility of movement by connecting one line to another according to requirements. They also help for imposing restrictions over turnouts, which necessarily retard the movements.

2. What are the two types of Switches?

1. Stub switch.
2. Split switch.

3. Define Crossings?

A „Crossing‟ or a „Frog‟ is a device, which provides two flange ways through which the wheels of the flanges may move, when two rails intersect each other at an angle.

4. Classify the Crossings?

A) On the basis of shape of crossing.
1) Acute angle crossing or “V” crossing or Fog.
2) Obtuse angle crossing or Diamond crossing.
3) Square crossing.
B) On the basis of Assembly of crossing.
1) Spring or movable wing crossing.
2) Ramped crossing.

5. What you mean by Diamond crossing?

When straight tracks or curved tracks of the same or different gauges cross each other at an angle less than 90 degree, a diamond shape is formed. So this crossing is called as diamond crossing.

6. Define cross-over in track junction?

When two adjacent parallel or diverging tracks, which may be straight or curved, are connected by two sets of turnouts, with or without a straight length between them, the connecting line is known as cross-over.

7. Define Ladder tracks?

When a number of parallel tracks are branched off from the straight track in continuation of a turnout, it is called a gathering line or ladder track.

Subject Name RAILWAYS, AIRPORTS AND HARBOUR ENGINEERING
Subject Code CE6604
Regulation 2013
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Important question

CE6604 Important questions Railways Airports and Harbour Engineering

CE6604 Important questions Railways Airports and Harbour Engineering

CE6604 Important questions Railways Airports and Harbour Engineering Regulation 2013 Anna University Free download. Railways Airports and Harbour Engineering Important questions free pdf download.

Sample CE6604 Important questions :

1. Define Permanent way?

The combination of rails, fitted on sleepers and resting on ballast and sub grade is called the Railway track or Permanent way.

2. Define Gauge?

The „Gauge‟ of a railway track is defined as the clear distance between inner or running faces of two track rails.

3. Define Rails?

The rails on the track can be considered as steel girders for the purpose of carrying axle loads. They are made of high carbon steel to withstand wear and tear.

4. What are the different types of rail sections?

1. Double headed rails (D.H.Rails)
2. Bull headed rails (B.H.Rails)
3. Flat footed rails (F.F.Rails)

5. What are the different types of rail joints?

1. Supported rail joints.
2. Suspended rail joints.
3. Bridge joints.
4. Base joints.
5. Welded joints.
6. Square joints.

6. Define Creep?

Creep is defined as the longitudinal movement of rails with respect to sleepers in a track.

7. Classify Sleepers?

1. Wooden sleepers
2. Metal sleepers
a) Cast iron sleepers
b) Steel sleepers
3. Concrete sleepers
a) Reinforced concrete sleepers
b) Prestressed concrete sleepers

8. What are the uses of Fish plates?

Fish plates are used in rail joints to maintain the continuity of the rails and to allow for any expansion or contraction of the rail caused by temperature variations. They maintain the correct alignment of the line both horizontally and vertically.

 

Subject Name RAILWAYS, AIRPORTS AND HARBOUR ENGINEERING
Subject Code CE6604
Regulation 2013
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r2013 notes

CE6604 notes Railways Airports and Harbour Engineering

CE6604 notes Railways Airports and Harbour Engineering

CE6604 notes Railways Airports and Harbour Engineering Regulation 2013 Anna University Free download. Railways Airports and Harbour Engineering notes free pdf download.

UNIT I RAILWAY PLANNING CE6604 notes

Significance of Road, Rail, Air and Water transports – Coordination of all modes to achieve sustainability – Elements of permanent way – Rails, Sleepers, Ballast, rail fixtures and fastenings, – Track Stress, coning of wheels, creep in rails, defects in rails – Route alignment
surveys, conventional and modern methods- – Soil suitability analysis – Geometric design of railways, gradient, super elevation, widening of gauge on curves- Points and Crossings.

UNIT II RAILWAY CONSTRUCTION AND MAINTENANCE CE6604 notes

Earthwork – Stabilization of track on poor soil –- Tunneling Methods, drainage and ventilation –- Calculation of Materials required for track laying – Construction and maintenance of tracks – Modern methods of construction & maintenance – Railway stations and yards and passenger amenities- Urban rail – Infrastructure for Metro, Mono and
underground railways.

UNIT III AIRPORT PLANNING CE6604 notes

Air transport characteristics-airport classification-air port planning: objectives, components, layout characteristics, socio-economic characteristics of the Catchment area, criteria for airport site selection and ICAO stipulations, Typical airport layouts, Case studies, Parking and circulation area.

UNIT IV AIRPORT DESIGN CE6604 notes

Runway Design: Orientation, Wind Rose Diagram – Runway length – Problems on basic and Actual Length, Geometric design of runways, Configuration and Pavement Design Principles – Elements of Taxiway Design – Airport Zones – Passenger Facilities and Services – Runway and Taxiway Markings and lighting.

UNIT V HARBOUR ENGINEERING CE6604 notes

Definition of Basic Terms: Harbor, Port, Satellite Port, Docks, Waves and Tides – Planning and Design of Harbours: Requirements, Classification, Location and Design Principles – Harbour Layout and Terminal Facilities – Coastal Structures: Piers, Break waters, Wharves, Jetties, Quays, Spring Fenders, Dolphins and Floating Landing Stage – Inland Water Transport – Wave action on Coastal Structures and Coastal Protection Works – Environmental concern of Port Operations – Coastal Regulation Zone, 2011.

Subject Name RAILWAYS, AIRPORTS AND HARBOUR ENGINEERING
Subject Code CE6604
Regulation 2013
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CE6603 question bank DESIGN OF STEEL STRUCTURES

CE6603 question bank DESIGN OF STEEL STRUCTURES

CE6603 question bank DESIGN OF STEEL STRUCTURES Regulation 2013 Anna University free download. DESIGN OF STEEL STRUCTURES question bank free download.

Sample CE6603 question bank:

1. What are the various types of connections used for connecting thestructural members?

2. Define riveting.

3. Define nominal diameter of rivet

4. Define gross diameter of rivet

5. What is meant by pitch of rivet?

6. Define gauge line.

7. What is meant by gauge distance and edge distance?

8. Define staggered pitch.

9. Define lap.

10. What is meant by tensile stress?

11. What is meant by compressive stress?

12. Define bearing stress

13. What is working stress?

14. Define factor of safety.

15. What are the methods employed for the design of the steelframework?

16. What are the assumptions made in simple design?

17. Define Modulus of Elasticity

18. Define Poisson’s Ratio

19. What are the types of riveted joints?

20. Define Lap joint and Butt Joint

21. What are the types of failures occur in riveted joint?

22. What are the assumptions made for designing riveted joint?

23. Write about minimum pitch and maximum pitch

24. What is edge distance?

25. What is meant by limit state design? (IS800:2007-Pg: 28)

26. State the different limit states. (IS800:2007-Pg: 28)

27. What are the four types of serviceability limit states applicable tosteel structures? (IS800:2007-Pg: 28)

28. Define durability. (IS800:2007-Pg: 2)

29. How the loads are classified? (IS800:2007-Pg: 4)

30. What is a partial safety factor? (IS800:2007-Pg: 4)

31. Define design load

32. Define bolt

33. What are the advantages of bolted connections? (May / June 2007)

34. What are the various types of bolts used for structural purposes?(May / June 2007)

35. What are the advantages of HSFG bolts?

36. Define nominal diameter and gross diameter of bolt.

37. Define slip factor.

38. Define weld.

Subject Name DESIGN OF STEEL STRUCTURES
Subject Code CE6603
Regulation 2013
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Important question

CE6603 important questions DESIGN OF STEEL STRUCTURES

CE6603 important questions DESIGN OF STEEL STRUCTURES

CE6603 important questions DESIGN OF STEEL STRUCTURES Regulation 2013 Anna University free download. DESIGN OF STEEL STRUCTURES important questions free download.

Sample CE6603 important questions:

1. What are the various types of connections used for connecting the
structural members?
 Riveted connections
 Bolted connections
 Pin connections
 Welded connections

2. Define riveting.
Riveting is a method of joining two or more structural steel components by
inserting ductile metal pins, called rivet.

3. Define nominal diameter of rivet.
It is the diameter of the unheated rivet measured before driving. It is the
stated diameter of the rivet, available in the market.

4. Define gross diameter of rivet.
It is the diameter of the rivet in the hole, measured after driving. It is taken equal to the diameter of the rivet hole.

5. What is meant by pitch of rivet?
The pitch of the rivets is the distance between centres of two adjacent
rivets in a row.

6. Define gauge line.
It is the line of rivets, which is parallel to the direction of stress.

7. What is meant by gauge distance and edge distance?
Gauge distance is the perpendicular distance between two adjacent gauge lines. This is also called as back pitch. Edge distance is the distance of the edge of the member or the cover
plates from the centre of extreme rivet hole.

8. Define staggered pitch.
It is also called as alternate pitch or reeled pitch. The staggered pitch is defined as the distance measured along one rivet line from the centre of a rivet to the centre of the adjoining rivet on the adjacent parallel rivet line.

9. Define lap.
It is the distance normal to the joint between edges of the overlapping
plates in a lap joint or between the joint and the end of cover plates in a butt joint.

Subject Name DESIGN OF STEEL STRUCTURES
Subject Code CE6603
Regulation 2013
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CE6603 important questions click here to download

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CE6603 Notes DESIGN OF STEEL STRUCTURES

CE6603 Notes DESIGN OF STEEL STRUCTURES

CE6603 Notes DESIGN OF STEEL STRUCTURES Regulation 2013 Anna University free download. DESIGN OF STEEL STRUCTURES Notes free pdf download.

UNIT I INTRODUCTION CE6603 Notes

Properties of steel – Structural steel sections – Limit State Design Concepts – Loads on Structures – Connections using rivets, welding, bolting – Design of bolted and welded joints – Eccentric connections – Efficiency of joints.

UNIT II TENSION MEMBERS DESIGN OF STEEL STRUCTURES Notes

Types of sections – Net area – Net effective sections for angles and Tee in tension – Design of connections in tension members – Use of lug angles – Design of tension splice – Concept of shear lag

UNIT III COMPRESSION MEMBERS CE6603 Notes

Types of compression members – Theory of columns – Basis of current codal provision for compression member design – Slenderness ratio – Design of single section and compound
section compression members – Design of laced and battened type columns – Design of column bases – Gusseted base

UNIT IV BEAMS DESIGN OF STEEL STRUCTURES Notes

Design of laterally supported and unsupported beams – Built up beams – Beams subjected touniaxial and biaxial bending – Design of plate girders – Intermediate and bearing stiffeners – Flange and web splices.

UNIT V ROOF TRUSSES AND INDUSTRIAL STRUCTURES CE6603 Notes

Roof trusses – Roof and side coverings – Design of purlin and elements of truss; end bearing – Design of gantry girder.

Subject Name DESIGN OF STEEL STRUCTURES
Subject Code CE6603
Regulation 2013
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CE6602 question bank STRUCTURAL ANALYSIS 2

CE6602 question bank STRUCTURAL ANALYSIS 2

CE6602 question bank STRUCTURAL ANALYSIS 2 Regulation 2013 Anna University free download. STRUCTURAL ANALYSIS 2 question bank free download.

Sample CE6602 question bank:

1. What are determinate structures?

2. What is meant by indeterminate structures?

3. What are the conditions of equilibrium?

4. Differentiate between determinate and indeterminate structures.

5. What do you mean by redundancy?

6. Differentiate between pin jointed and rigid jointed plane frames

7. What are compatibility conditions?

8. Define degree of indeterminacy.

9. Define internal and external indeterminacies.

10. Find the indeterminacy for the beams given below.

11. Write the element flexibility matrix (f) for a truss member & for a beam element.

12. What are the different methods of analysis of indeterminate structures?

13. Briefly mention the two types of matrix methods of analysis of indeterminate structures.

14. Define a primary structure.

15. Define kinematic indeterminacy or Degree of Freedom (DOF)

16. Briefly explain the two types of DOF.

17. Define compatibility in force method of analysis.

18. Define the Force Transformation Matrix.

19. What are the requirements to be satisfied while analyzing a structure?

20. Define flexibility influence coefficient (fij).

21. What are the basic unknowns in stiffness matrix method?

22. Define stiffness coefficient.

23. What is the basic aim of the stiffness method?

24. What is the displacement transformation matrix?

25. How are the basic equations of stiffness matrix obtained?

26. What is the equilibrium condition used in the stiffness method?

27. What is meant by generalized coordinates?

28. Write about the force displacement relationship.

29. Write the element stiffness matrix for a truss element.

30. Write the element stiffness matrix for a beam element.

31. Compare flexibility method and stiffness method.

32. Is it possible to develop the flexibility matrix for an unstable structure?

33. What is the relation between flexibility and stiffness matrix?

34. What are the types of structures that can be solved using stiffness matrix method?

35. Give the formula for the size of the Global stiffness matrix.

36. List the properties of the rotation matrix.

 

Subject Name STRUCTURAL ANALYSIS 2
Subject Code CE6602
Regulation 2013
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Categories
Important question

CE6602 Important questions STRUCTURAL ANALYSIS 2

CE6602 Important questions STRUCTURAL ANALYSIS 2 

CE6602 Important questions STRUCTURAL ANALYSIS 2 Regulation 2013 Anna University free download. STRUCTURAL ANALYSIS 2 Important questions free download.

Sample CE6602 Important questions:

1. Whatis meantby indeterminatestructures?

Structures that do not satisfy the conditions of equilibrium are called indeterminate structure. These structures cannot be solved by ordinary analysis techniques.

2. What are the conditions of equilibrium?

The three conditions of equilibrium are the sum of horizontal forces, vertical forces and moments at any joint should be equal to zero.
i.e.ΣH=0;ΣV=0;ΣM=0

3. Differentiate between determinate and indeterminate structures.
Determinatestructurescanbesolvingusingconditionsofequilibriumalone(ΣH=0;ΣV=0;ΣM=0). No other conditions are required.
Indeterminatestructurescannotbesolvedusingconditionsofequilibriumbecause(ΣH≠0;ΣV≠0;ΣM≠0).Additional conditions are required for solving such structures. Usuallymatrixmethods areadopted.

4. Define degree of indeterminacy

(i). The excess number of reaction is that make a structure indeterminate is called degree of
indeterminacy,and is denoted by(i).Indeterminacy is also called degree of redundancy. Indeterminacy consists of internal and external in determinacies.
i =II+EIwhereII=internal indeterminacyand EI=external indeterminacy.

5. Define internal and external indeterminacies.
Internal indeterminacy (II) is the excess no of internal forces present in a member that make a structure in determinate.
External in determinacy (EI) is excess no of external reactions in the member that make the structure in determinate.
i =II+EI;
EI=r– e;wherer=no ofsupport reactions and e=equilibrium
conditions II=i –EI
e=3 (planeframes) ande=6 (spaceframes)

6. Write the formulae for degree of indeterminacy for:
(a)Two dimensional pin jointed truss(2D Truss)
i =(m+r)– 2j wherem=no ofmembers
r=no ofreactions j
=no ofjoints
(b)Two dimensional rigid frames/plane rigid frames (2DFrames)
i =(3m+r)– 3j wherem=no ofmembers
r=no of reactions j =no of joints

Subject Name STRUCTURAL ANALYSIS 2
Subject Code CE6602
Regulation 2013
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Ce6602 Important questions click here to download

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