CE6704 ESTIMATION AND QUANTITY SURVEYING Question Bank

CE6704 ESTIMATION AND QUANTITY SURVEYING Question Bank Regulation 2013 Anna University free download. CE6704 Question Bank free pdf download.

Sample CE6704 ESTIMATION AND QUANTITY SURVEYING Question Bank:

1. What are methods to be adopted for volume calculating?

2. Define analysis of rates.

3. Define a tender.

4. Define contract.

5. What are the types of culvert?

6. What are the methods of estimate?

(CE6704 ESTIMATION AND QUANTITY SURVEYING Question Bank)

7. What are the types of estimate?

8. Briefly explain about preliminary Estimate.

9. Estimate the quantities of brickwork and plastering required in a wall 4m long, 3m high and 30 cm thick. Calculate also the cost if the rate of brickwork is Rs.32.00 per cu.m and of plastering is Rs. 8.50 per sq.m

10. Define detailed estimate

11. Define Abstract estimate

12. Define quantity surveyor

13. Write the duties of quantity surveyor.

14. Write the essential qualities of a good surveyor.

15. What are the main components of culvert?

(CE6704 ESTIMATION AND QUANTITY SURVEYING Question Bank)

16. What are factors to be considered in design of septic tank?

17. Define lead.

18. Define lift.

19. The actual expenditure incurred in the construction of a school building which have a total length of main walls 140m is Rs.4.97lakhs. Estimate the approximate cost of a similar school
building which will have 180m length of main walls.

20. Write the formula for Mid ordinate rule and Prismoidal formula Rule.

21. Define estimate.

22. Write the recommendation for degree of accuracy in measurements.

23. Briefly explain about revised estimate

(CE6704 ESTIMATION AND QUANTITY SURVEYING Question Bank)

24. Calculate the quality of brickwork in an arch over a 1.80m span opening. The arch is 40cm. thick and the breath of a wall is 40 cm.

25. Define Floor area

26. Define Carpet area

27. Define Plinth area

28. What are the methods of taking out estimates?

29. Briefly explain about Out to Out and in to in method.

30. Briefly explain about bay method.

(CE6704 ESTIMATION AND QUANTITY SURVEYING Question Bank)

Subject Name	ESTIMATION AND QUANTITY SURVEYING
Subject Code	CE6704
Regulation	2013
File	PDF

CE6704 Question Bank Click Here to download

ESTIMATION AND QUANTITY SURVEYING CE6704 Syllabus

---

CE6704 ESTIMATION AND QUANTITY SURVEYING Notes

---

CE6704 Important questions

GE6252 Question Bank BASIC ELECTRICAL AND ELECTRONICS ENGINEERING BEEE

GE6252 Question Bank BEEE Question Bank Regulation 2013 Anna University free download. BASIC ELECTRICAL AND ELECTRONICS ENGINEERING BEEE Question Bank pdf free download.

Sample GE6252 Question Bank BEEE important questions BASIC ELECTRICAL AND ELECTRONICS ENGINEERING:

1.Calculate the time taken by an electron which has been accelerated through a potential difference of 1000V to traverse a distance of 2cm.Given q=1.6X10^-19 and m=.9.1X10^-31kg.

2.State two applications of magnetic deflection.

3.Write down the expression for drift current density due to electrons.

4.Draw the resistance-temperature characteristics of thermistor and comment on it.

5.Define tunneling phenomenon.

6.Calculate the values of Ic and Ie for a transistor alpha(dc)=0.97 and Icbo=10uA and Ib is measured as 50uA.

7.Depletion MOSFET is commonly known as “Normally-ON-MOSFET”why?

(GE6252 Question Bank BASIC ELECTRICAL AND ELECTRONICS ENGINEERING BEEE Regulation 2013 Anna University)

8.What are all internal capacitance in MOSFET?

9.What is “interbase resistance “ of UJT?

10.What is ion implantation process?

11.(i)The electron bean in a CRT is displayed vertically by a magnetic field of flux density 2X10^-4wb/m2 The length of the magnetic field along the tube axis is the same as that of the electrostatic deflection plates.The final anode voltage is 800V.Derive and calculate the voltage which should be applied to the Y-deflection plates 1cm apart, to return the spot back to the centre of the screen.(10)

(ii)Describe with neat diagram the principle of operation of Dynamic scattering type LCD.(6)

12.(a)Derive the continuity equation from the first principle and also derive 3 special cases of continuity equation.(16)

(GE6252 Question Bank BASIC ELECTRICAL AND ELECTRONICS ENGINEERING BEEE Regulation 2013 Anna University)

(b)(i)Derive the Ebers-Moll model for a PNP transistor and give equation for Ie and Ic.(8) (ii)The diode current is 0.6mA when the applied voltage is 400mV and 20mA when the applied voltage is 500mV.Determine n (eta) .Assume kT/a=25mA.(8)

13.(a)Explain Hill effect.How can Hll effect be used to determine some of the properties of a semiconductor and also discuss it’s applications.(16)

Semester	2
Subject	BASIC ELECTRICAL AND ELECTRONICS ENGINEERING
Subject Code	GE6252 – BEEE
Regulation	2013

GE6252 Question Bank Click Here to download

BASIC ELECTRICAL AND ELECTRONICS ENGINEERING GE6252 Syllabus

---

BEEE GE6252 Notes

---

GE6252 Important questions

HS6251 TECHNICAL ENGLISH 2 Questions Bank

HS6251 TECHNICAL ENGLISH 2 Questions Bank Anna University 2013 regulation free download. TECHNICAL ENGLISH 2 HS6251 Questions Bank pdf free download.

Sample HS6251 TECHNICAL ENGLISH 2 Questions Bank:

Write a report based on one of the following: (16 marks)
a. You are heading the Research team of Projections Consulting Services. Image Cinemas approaches your company with a proposal to start a new multiplex (cinema hall complex) in the nearby town. Prepare a report in about 300 words showing your team’s findings about the necessary buildings, expenditure, infrastructure etc (feasibility report) and stating whether it is possible to start the multiplex there.
(OR)
b. You are the Project Head of an Educational Software company. Your team has developed online teaching materials in all subjects in Engineering. Write a report in about 300 words about the materials your team has developed in the project to submit to the General Manager.
15. Write a dialogue for one of the following situations: (16 marks)
a. You have applied from your college for an exchange programme abroad. You are to appear for a preliminary interview with the Coordinator of the Exchange Programme. You are one of 25 candidates of whom only two will be chosen for the exchange programme. Write the dialogue that happened between you and the Coordinator. The first exchange is given for you to start the dialogue. Coordinator: Why are you interested in this exchange programme? You: I would like to gain some exposure to the academic atmosphere abroad as part of my learning experience You should have minimum of eight exchanges (16 sentences) between you and the Coordinator.

(HS6251 TECHNICAL ENGLISH 2 Question Bank)
(OR)
b. You are working in a bank. You have developed a new security alarm system that you believe will increase the security at the bank. You are called to present your innovation to the Manager. Write the dialogue between you and the Manager. The first exchange is given for you to start the dialogue (16 marks)
Manager: We already have an alarm system in place. Why do we need a new one? You: Sir, You are aware of the recent surge in the thefts at banks and ATMs. This new system will improve the security at our bank.

Semester	2
Regulation	2013
Subject name	TECHNICAL ENGLISH 2
Subject Code	HS6251
File type	PDF

HS6251 TECHNICAL ENGLISH 2 Question Bank Click here to download

TECHNICAL ENGLISH 2 Syllabus

---

HS6251 TECHNICAL ENGLISH 2 Notes

---

HS6251 Important questions

WATER RESOURCES AND IRRIGATION ENGINEERING Important questions CE6703

CE6703 WATER RESOURCES AND IRRIGATION ENGINEERING Question Bank free pdf download Regulation 2013 Anna University. CE6703 Question Bank free download.

Sample CE6703 WATER RESOURCES AND IRRIGATION ENGINEERING Question Bank:

1. What are the various types of data required for water resources planning and development? Explain in detail.

2. How will you fix the capacity of reservoir? Explain.

3. How water requirement for drinking purpose is estimated? Discuss.

4. What are the flood control methods? Explain.

5. Differentiate between single and mu

6. Distinguish between structural and nonstructural measures for flood control.

7. Briefly explain about water resources in India and

8. Discuss in detail about the water quality standards for irrigation and drinking water purpose.

9. Illustrate the importance of design flood in the design of levees and flood walls.

10. Discuss the different methods to measure consumptive use.

11. Explain in detail about economics of water resource planning.

12. Explain the water requirements for irrigation, hydropower generation, navigation, drinking and disposal of sewage and industrial waste.

13. What is the Need for National Water policy?

14. List out the factors affecting the consumptive use of water.

15. Enumerate the equation for determination of consumptive use?

16. List out any 4 important river basins in India.

17. Differentiate between National Water policy (1987) and National Water policy (2002)?

18. Distinguish b/w consumptive use and Delta

19. State the principles of Master Plan.

20. Write the components of Master Plan.

21. Classify the contents of Master Plan.

22. Identify the purpose of Master Plan?

23. Give a short note on Area of drainage basin.

24. Write down the methodologies in watershed

25. When will you revise National Water policy and State Water policy?

26. Define National Water policy.

Subject Name	WATER RESOURCES AND IRRIGATION ENGINEERING
Subject Code	CE6703
Regulation	2013
File	PDF

CE6703 Question Bank Click Here to download

CE6703 WATER RESOURCES AND IRRIGATION ENGINEERING Syllabus

---

WATER RESOURCES AND IRRIGATION ENGINEERING Notes

---

CE6703 important questions

---

 

 

CE6702 Prestressed Concrete Structures Question Bank  

Prestressed Concrete Structures Question Bank CE6702 free download Regulation 2013 Anna University. CE6702 Question Bank free pdf download Regulation 2013.

Sample CE6702 Prestressed Concrete Structures Question Bank:

PART A

1. Define prestressed concrete.

2. What are the advantages of PSC construction

3. Define Pre tensioning and Post tensioning

4. What is the need for the use of high strength concrete and tensile steel in prestressed Concrete?

5. Define Kern Distance. (CE6702 Prestressed Concrete Structures Question Bank)

6. What is Relaxation of steel?

7. What is concordant prestressing?

8. Define bonded and unbondedprestressing concrete.

9. Define Axial prestressing

10. List the losses of prestress (CE6702 Prestressed Concrete Structures Question Bank)

11. What are the various methods of prestressing the concrete?

12. Enumerate load balancing concept

13. What are the sources of prestress?

14. Differentiate full prestressing and partial prestressing.

15. What is the permissible limit for shrinkage of concrete in pretensioned and post tensioned members as per IS code?

16. State any two advantages of prestressed concrete over reinforced concrete?

17. What are the advantages of pretensioned concrete over post tensioned concrete? (CE6702 Prestressed Concrete Structures Question Bank)

18. What are the grades of concrete to be used in pre tensioned and post tensioned works?

19. What is meant by pressure line?

20. Why loss due shrinkage is more for pretensioned member compared to post tensioned member?

PART B 16marks (CE6702 Prestressed Concrete Structures Question Bank)

1. A rectangular concrete beam 100mm wide & 250mm deep spanning over 8m is prestressed by a straight cable carrying a effective prestressing force of 250kN located at an eccentricity of 40mm. The beam supports a live load of 1.2 kN/m.

a) Calculate the resultant stress distribution for the centre of the span cross section of the beam assuming the density of concrete as 24kN/m2 (CE6702 Prestressed Concrete Structures Question Bank)

b) Find the magnitude of prestressing force with an eccentricity of 40mm which can balance the stresses due to dead load & live load at the soffit of the centre span section

2. A PSC beam of 120mm wide and 300mm deep is used over an span of 6m to support a udl of 4kN/m including its self weight. The beam is prestressed by a straight cable carrying a force of 180kN & located at an eccentricity of 50mm. Determine the location
of the thrust line in beam & plot its position at quarter & central span sections.

Subject Name	Prestressed Concrete Structures
Subject Code	CE6702
Regulation	2013
File	PDF

CE6702 Question Bank Click Here to download

CE6702 Prestressed Concrete Structures Syllabus

---

Prestressed Concrete Structures Notes

---

CE6702 important questions

 Structural Dynamics and Earthquake Engineering Question Bank CE6701

Structural Dynamics and Earthquake Engineering Question Bank CE6701 free download Regulation 2013 Anna University. CE6701 Question Bank free pdf download.

Sample CE6701 Structural Dynamics and Earthquake Engineering Question Bank:

PART – A

1. Define Seismology. And Earthquake

2. What are the causes of Earthquake?

3. What is mean by Epicenter and focus?

4. Write a short note on Plate Tectonic Theory

5. Write a short note on Seismic waves.

6. Write a note on Intensity. (CE6701 Structural Dynamics and Earthquake Engineering Question Bank )

7. WhatCivilldatasismeanbyseismogram?

8. Write a short note on Magnitude.

9. What is Elastic rebound theory?

10. Name the types of fault.

11. What are the types of Dip-Slip f ul ?

12. What are the types of Body waves and surface waves? 13. Howthe earthquakes are classified?

14. Compare: Magnitude and Intensity of an earthquake.

15. What is the difference between Inter plate earthquakes and Intra plate earthquakes? (CE6701 Structural Dynamics and Earthquake Engineering Question Bank )

16. What are the factors inf uences the ground motion?

17. What is the difference between shallow, intermediate and deep focus earthquake?

18. What is Seismograph? (CE6701 Structural Dynamics and Earthquake Engineering Question Bank )

19. Explain volcanic Earthquake?

20. What are the basic difference between Focus and Epicentre? 21. What
hypocenter?

22. What s accelerogram?

23. Explain Uttarkashi earthquake of 1991?

24. Enumerate TSUNAMI.

25. What is Focal depth and Epicentral distance?

PART – B (CE6701 Structural Dynamics and Earthquake Engineering Question Bank )

1) Explain the causes of earthquake and geological faults

2) List out some past disastrous earthquakes

3) Explain the seismic waves with neat sketch

4) Briefly explain plate tectonics and lithospheric plates

5) Explain the effect of surface topography

6) Describe the two approaches followed for the prediction of earthquakes.name the major plates of the earth.

7) On what is the assignment of an earthquake magnitude based? is magnitude the same as intensity? Explain (CE6701 Structural Dynamics and Earthquake Engineering Question Bank )

8) Differentiate magnitude and intensity. How will you measure magnitude and intensity? Explain the methods briefly.

9) Explain about some recent earthquakes and give information on some disas rous earthquakes.

10) What are the types of earthquake explain briefly. And discuss about elastic rebound theory.

Subject Name	STRUCTURAL DYNAMICS AND EARTHQUAKE ENGINEERING
Subject Code	CE6701
Regulation	2013
File	PDF

CE6701 Question Bank Click Here to download

CE6701 STRUCTURAL DYNAMICS AND EARTHQUAKE ENGINEERING Syllabus

---

STRUCTURAL DYNAMICS AND EARTHQUAKE ENGINEERING Notes

---

CE6701 Important Questions

CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Question Bank CE6506

CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Question Bank CE6506 Regulation 2013 Anna University free download. CE6506 Question Bank free pdf download.

Sample (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Question Bank CE6506):

Part – A (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Question Bank CE6506)

1. State the use of Box jacking.

2. What are sheet piles?

3. What are box caissons? Where do we use it?

4. Name some equipments used for underground open excavation.

5. What are coffer dams?

6. Give any 4 types of piling techniques.

7. What are the various methods to dewater deep excavations?

8. Define caissons. Mention its types. (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Question Bank CE6506)

9. Differentiate box jacking and pipe jacking.

10. What are the techniques adopted for tunneling?

11. Mention the different types of coffer dams.

12. What is well foundation?

13. Write about sheet piles?

14. Define well point.

15. Define anchoring.

16. Define dewatering.

17. Write about under water construction of diaphragm walls.

18. Define box jacking.

19. What is grouting?

20. What is cable anchoring?

Part – B (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Question Bank CE6506)

1. Describe the procedure involved in underwater construction of diaphragm walls and basement.

2. What are caissons and cofferdams? Explain the method of sinking cofferdams with neat sketches.

3. What is a coffer dam? With the help of sketches explain the types of coffer dams.

4. Explain the the types of shores in detail. (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Question Bank CE6506)

5. Explain the procedure involved in tunneling techniques.

6. Explain the process of dewatering and the uses of standby equipment for underground open excavation.

7. Explain with sketches about sheet piles and well points.

8. Explain the methods of piling.

9. Explain the various types of sheet piles.

10. Write the operation procedure for caissons.

Subject Name	CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE
Subject Code	CE6506
Regulation	2013
File	PDF

CE6506 Question Bank Click Here to download

CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Syllabus

---

CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes

---

CE6506 Important questions

DESIGN OF REINFORCED CONCRETE ELEMENTS Question Bank CE6505

DESIGN OF REINFORCED CONCRETE ELEMENTS Question Bank free pdf download. CE6505 Question Bank DESIGN OF REINFORCED CONCRETE ELEMENTS Regulation 2013 Anna University free download.

Sample CE6505 DESIGN OF REINFORCED CONCRETE ELEMENTS Question Bank :

1. Mention the codal provisions for minimum reinforcement to be provided as primary and secondary reinforcement to be provided as primary and secondary reinforcement in R.C. slab?

2. Compute the area of reinforcement required for a balanced section of width 200 mm and effective design 425 mm as per limit state design. Use M 25 grade concrete and Fe 415 grade steel. Use design aids. (DESIGN OF REINFORCED CONCRETE ELEMENTS Question Bank CE6505)

3. Enumerate the codal provisions for minimum reinforcement to be provided as primary and secondary reinforcement in R.C. slab.

4. What is the importance of flanged beams? (DESIGN OF REINFORCED CONCRETE ELEMENTS Question Bank CE6505)

5. State the basic assumptions used in theory of simple bending as applied to LSD of RC structures

6. Distinguish between balanced section and under reinforced sections?

7. Distinguish between one –way and two way slabs.

8. Discuss the different limit state to be considered in reinforced concrete design?

9. Why is it necessary to provide transverse reinforcement in a one way slab?

10. What are the three basic methods using factor of safety to achieve safe workable structures?

11. Explain maximum depth of neutral axis? (DESIGN OF REINFORCED CONCRETE ELEMENTS Question Bank CE6505)

12. Find the depth of neutral axis in terms of‘d’ for a balanced section using Fe 415 steel, in limits method?

13. What is the difference in the design of one way slab and two way slabs?

14. Distinguish between under reinforcement and over reinforcement section?

15. Sketch edge and middle strips of a two way slab?

16. How Limit State Method aims for a comprehensive and rational solution to the design problem?

17. Differentiate between WSD and LSD. (DESIGN OF REINFORCED CONCRETE ELEMENTS Question Bank CE6505)

Subject Name	Design of Reinforced Concrete Elements
Subject Code	CE6505
Regulation	2013
File	PDF

CE6505 Question Bank Click Here to download

Design of Reinforced Concrete Elements Syllabus

---

Design of Reinforced Concrete Elements Notes

---

CE6505 important questions

HIGHWAY ENGINEERING Question Bank CE6504

HIGHWAY ENGINEERING Question Bank CE6504 Regulation 2013 Anna University free pdf. CE6504 Question Bank download free pdf.

Sample HIGHWAY ENGINEERING Question Bank CE6504:

UNIT 1 HIGHWAY ENGINEERING Question Bank CE6504

1. Describe the engineering surveys conducted for highway alignment

2. Compose the classification of rural roads and urban roads explain

3. Enumerate the details to be collected and the various steps in the conventional method.

4. Complete the requirements of an ideal alignment with neat sketches.

5. Discuss the importance of MORTH

Unit II HIGHWAY ENGINEERING Question Bank CE6504

1. A National highway passing through a rolling terrain has a horizontal curve of radius220m. If the design speed is 80 kmph, calculate super elevation, extra widening, stopping sight distance and intermediate sight distance. Assume necessary data suitably

2. With a neat sketch explain the cross-sectional elements of a 2 lane rural road on embankment

3. Explain with neat sketches about vertical curves.

4. The speed of overtaking and over taken vehicles are70 and 40 kmph, respectively on a two way traffic road.
If the acceleration of overtaking vehicle is 0.99m/s2. Calculate SSD, OSD and ISD

5. Illustrate the equation for extra widening. A vehicle travels in a 2 lane road with a design speed of 80kmph.
Calculate the amount of extra widening for a radius of curvature of 210m

6. Explain the equation for valley curves, summit curves and vertical curves.

Unit III HIGHWAY ENGINEERING Question Bank CE6504

1. Explain CBR method of pavement design with the IRC recommendations and its limitations

2. What are the Different layers in a pavement? Explain with its importance

3. Explain the factors to be considered in the design of pavement

4. What is rigidity factor in the design of highway pavement

5. Explain the characteristics of joint sealers and fillers.

6. Solve for the thickness of a concrete pavement with the following data. E for concrete = 2.5×105 Kg/cm2
Poisson’s ratio = 0.15
K value for sub- grade reaction = 4 Kg/cm2
Wheel load = 5100 Kg
Tyre pressure = 6 Kg/cm2
Assume any other suitable data necessary

Unit IV HIGHWAY ENGINEERING Question Bank CE6504

1. Explain the procedure for determination of binder content of bitumen.

2. Explain briefly the construction of earth roads. Discuss the advantages And limitations of earth roads

3. What are the quality control measures recommended in pavement construction

4. Distinguish with neat sketches the surface and sub surface drainage system of roads

5. Explain the following test in detail. (a) Elongation and flakiness index (b) Crushing Strength test (c)Water absorption test

6. Explain the construction procedure of WBM.

Subject Name	HIGHWAY ENGINEERING
Subject Code	CE6504
Regulation	2013
File	PDF

CE6504 Question Bank Click Here to download

HIGHWAY ENGINEERING Syllabus

---

HIGHWAY ENGINEERING Notes

---

CE6504 Important questions

ENVIRONMENTAL ENGINEERING 1 Question Bank CE6503

ENVIRONMENTAL ENGINEERING 1 Question Bank CE6503 REGULATION 2013 ANNA UNIVERSITY free download. CE6503 Question Bank free pdf download.

Sample ENVIRONMENTAL ENGINEERING 1 Question Bank CE6503:

1.List four factors affecting per capita water demand.

2.What are the components of a water supply system?

3.What is the objective of water supply system?

4.What is the significance of Nitrite and fluoride in water?

5.Define Design period. (ENVIRONMENTAL ENGINEERING 1 Question Bank CE6503 )

6.Define the term potable water.

7.State the causes for water pollution.

8.Write the advantage of sub-surface sources

9.What are the uses of nomograms? (ENVIRONMENTAL ENGINEERING 1 Question Bank CE6503 )

10.State the effects when each of the following substances exceeds the prescribed limits in a water sample. (a) Nitrates (b) fluorides.

11.Define „percapita demand‟.

12.Differentiate between Temporary and Permanent hardness?

13.What is meant by equalizing reservoirs? (ENVIRONMENTAL ENGINEERING 1 Question Bank CE6503 )

14.Rainwater harvesting is the need of the hour – justify.

15.What are the different tests done during water analysis?

16.What do you understand by the term per capita demand? In a town or city for what purpose generally water required.

17.What are the factors to be considered for rain water harvesting?

18.What are the various methods by which ground water recharge is accomplished? (ENVIRONMENTAL ENGINEERING 1 Question Bank CE6503 )

19.List out any four factors affecting rate of demand?

20. Explain the term “ Most Probable Number”

21. What is meant by Kjedehl Nitrogen?

22. What is meant by NTU? (ENVIRONMENTAL ENGINEERING 1 Question Bank CE6503 )

23. What is threshold number?

24. What is Platinum Cobalt scale and for what purpose it is used?

25. Distinguish between shallow well and deep well

26. Distinguish between gravity distribution system and pressure distribution system

27. Define whole some water

Subject Name	ENVIRONMENTAL ENGINEERING 1
Subject Code	CE6503
Regulation	2013
File	PDF

CE6503  Question Bank Click Here to download 

ENVIRONMENTAL ENGINEERING 1 SYLLABUS

---

ENVIRONMENTAL ENGINEERING 1 Notes

---

CE6503 important questions