CE2352 DESIGN OF STEEL STRUCTURES MODEL QUESTION PAPERS

Term Test II

CE2352 Design of Steel Structures

Part-A Answer all the Questions (10x2=20)

1. Name the types of Column Base
2. What is the thickness of Batten plates
3. Name the Types of Roofing Systems
4. Where the steel roofs are used
5. Mention the adventages of Roof Truss
6. Mention the purpose of providing Lateral systems in Compound columns
7. Sketch the adventages of Steel Roof Structures
8. Name the lateral systems used in compound walls
9. How lacing are classified
10. Name the types of Column Bases

Part-B (2x15=30)

11. Design a strut to carry an axial load of 250KN
12. Design a compression member to carry an axial compression of 250KN
13. Design a gusseted base to carry a factored load of 2800KN. The column consists of ISHB450@ 0.855KN/m with two cover plates 250mm x 20mm on either side. take the effective length of the column as 4m.

For more question papers like this, please leave your comment. These question papers may help you to practice to solve any kind of problems in university exams.

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Principles Of Management(POM) Question Bank, Anna University

Principles of Management

Part-A
1. Difference between Management and Administration
2. Explain the Contributions of Henry Fayol and Jaylor.
3. Describe the various functions of Management
4. State various management approach
5. Compare the contrast system approach and Contingency system approach of Management




Part-B
6. State and Explain the Fourteen principles of Henry Fayol.

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GATE 2012 Answer Key for Chemical Engineering Download

GATE 2012 Answer Key for Chemical Engineering Download
1B 2D 3B 4C 5D
6B 7B 8A 9D 10B
11A 12C 13D 14D 15B
16B 17B 18B 19D 20D
21A 22B 23C 24D 25A
26B 27C 28D 29C 30D
31D 32B 33D 34A 35B
36B 37C 38C 39C 40C
41C 42C 43C 44B 45A
46C 47A 48A 49A 50B
51A 52- 53- 54B 55C

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GATE 2012 Answer Key for Civil Engineering(CE) Download

GATE 2012 CE Civil Answer Key FOR SET A B C D
1B 2D 3B 4B 5D
6A 7D 8B 9D 10D
11A 12B 13B 14B 15D
16D 17A 18B 19B 20B
21D 22A 23C 24B 25A
26- 27D 28B 29A 30D
31B 32C 33B 34B 35B
36A 37D 38B 39C 40C
41A 42C 43B 44B 45B
46C 47B 48B 49B 50B
51C 52C 53B 54B 55C
56B 57A 58B 59A 60A
61B 62C 63A 64C 65A

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GATE 2012 Answer Key Mechanical Engineering(ME) Download

GATE 2012 ME answers are for SET B
1A 2D 3C 4A 5B
6A 7A 8B 9B 10D
11D 12A 13B 14C 15A
16D 17A 18B 19B 20C
21A 22C 23A 24D 25A
26A 27C 28D 29B 30B
31D 32C 33B 34C 35C
36B 37B 38D 39B 40D
41C 42D 43C 44D 45A
46B 47C 48C 49A 50B
51A 52C 53A 54C 55D
56- 57A 58- 59- 60-
61B 62- 63C 64B 65A

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Construction Planning And Scheduling Question Bank For Anna University Students

Arunai College of Engineering

CE2353 Construction Planning And Scheduling

Department Of Civil Engineering

Date: 16 Feb 2012                                 Time: 45mins

Part A

1. Define Project Cash Flow
2. Define Project Budget
3. Name the type of Accounting
4. Define Fixed Cost and Variable Cost
5. Define Cost Committed  and cost Exposure

Part B

1. What are the objectives of Cost Control? Explain

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Highway Engineering Question Bank for Civil Engineering 2nd Year Anna University of Technology

All Unit Important Two Marks
1. What is right way?
2.What is classification of roads based on location and function ?
3.What is objective of highway planning?
4. Define camber.
5.Mention the factors controlling the geometric design?
6.What is super elevation?
7.formula for calculating the length of transition curve?
8. classify the vertical curves?
9. classify the pavements based on structural behavior?
10. Diff flexible pavement and regid pavement?
11.list the empirical methods for designing the flexible pavement?
12.what are the stress produced by temperature in concrete pavement?
13.what are the various test conducted on aggregate?
14.what is significance of penetration test?
15.what are the 3 broad test for evaluate the strength properties of soil?
16.mention grades of bitumen used in flexible pav?
17.Type of failures in regid pav?
18.common failures in flexible pavements?
19. What are the main factors in cement concrete pavements fails?
20. Give the various types of overlay.

 All Unit Important 16 Marks

21.i) Give the various characteristics of roadways ii)classify and explain road patterns?
22. Explain the sketches the various factors controlling the alignment of road
23.i) What is mean by sight distance?explain factors affecting it? ii)define any two type of gradient?
24.i) Explain the various factors to be considered in pavement design?write wheel load factors considered
pavement design? ii)explain ESWL
25.explain following test i)CBR test ii)crushing test
26.explain the i) penetration test ii) Softening point test
27.i) Explain the typical failures in flexible pavement? ii) What are the two factors which influence the failure of
cement concrete pavement? also write down the cc pavement failures
28. explain the two methods in pavement evaluation?

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MBA FINANCIAL MANAGEMENT QUESTION BANK/ UTTAR PRADESH BOARD OF TECHNICAL EDUCATION

Here is the question paper maodels for Financial Management for MBA Students. You can either save this or download this.

Question Paper Part1: Financial Management: Semester II(2)

                  Uttar Pradesh Technical University M.B.A Financial Management 2008 Paper

Question Paper: Part 2 Continuation

                      Uttar Pradesh Technical University M.B.A Financial Management 2008 Paper

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147403 Electromagnetic Fields Question Bank Unit 1

Will be available shortly

147403 Electromagnetic Fields Question Bank Unit 1

Anna University of technology, chennai

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ANNA UNIVERSITY OF TECHNOLOGY CODE: 101402 STRENGTH OF MATERIALS QUESTION BANK

Applicable for Civil Engineering 4th Semester
ANNA UNIVERSITY OF TECHNOLOGY

CODE: 101402 STRENGTH OF MATERIALS

UNIT V

ANALYSIS OF STRESSES IN TWO DIMENSIONS

PART-A (2 Marks)
1. Distinguish between thick and thin cylinders.
2. Define Principal planes and principal stress.
3. Define: Thin cylinders. Name the stresses set up in a thin cylinder subjected to internal fluid pressure.
4. What is Mohr’s circle & name any the situations where it is used?
5. Define principal planes and principal stresses.
6. Draw Mohr’s Circle for given shear stress q.
7. What is the necessary condition for maximum shear stress?
8. Define Obliquity.
9. Define Strain energy and resilience.
10. Define proof resilience and modulus of resilience.
PART- B (16 Marks)
1. A Thin cylindrical shell 3 m long has 1m internal diameter and 15 mm metal thickness. Calculate the circumferential and longitudinal stresses induced and also the change in the dimensions of the shell, if it is subjected to an internal pressure of1.5 N/mm2 Take E = 2x105 N/mm2 and poison’s ratio =0.3. Also calculate change in volume. (16)
2. A closed cylindrical vessel made of steel plates 4 mm thick with plane ends, carries fluid under pressure of 3 N/mm2 The diameter of the cylinder is 25cm and length is 75 cm. Calculate the longitudinal and hoop stresses in the cylinder wall and determine the change in diameter, length and Volume of the cylinder. Take E =2.1x105 N/mm2 and 1/m = 0.286. (16)


3. A rectangular block of material is subjected to a tensile stress of 110 N/mm2 on one plane and a tensile stress of 47 N/mm2 on the plane at right angle to the former plane and a tensile stress of 47 N/mm2 on the plane at right angle to the former. Each of the above stress is accompanied by a shear stress of 63 N/mm2 Find (i) The direction and magnitude of each of the principal stress (ii) Magnitude of greatest shear stress (16)
4. At a point in a strained material, the principal stresses are100 N/mm2 (T) and 40 N/mm2 (C). Determine the resultant stress in magnitude and direction in a plane inclined at 600 to the axis of major principal stress. What is the maximum intensity of shear stress in the material at the point? (16)
5. A rectangular block of material is subjected to a tensile stress of 210 N/mm2 on one plane and a tensile stress of 28 N/mm2 on the plane at right angle to the former plane and a tensile stress of 28 N/mm2 on the plane at right angle to the former. Each of the above stress is accompanied by a shear stress of 53 N/mm2 Find (i) The direction and magnitude of each of the principal stress (ii) Magnitude of greatest shear stress (16)
6 A closed cylindrical vessel made of steel plates 5 mm thick with plane ends, carries fluid under pressure of 6 N/mm2 The diameter of the cylinder is 35cm and length is 85 cm. Calculate the longitudinal and hoop stresses in the cylinder wall and determine the change in diameter, length and Volume of the cylinder. Take E =2.1x105 N/mm2 and 1/m = 0.286.(16)
7. At a point in a strained material, the principal stresses are 200 N/mm2 (T) and 60 N/mm2 (C) Determine the direction and magnitude in a plane inclined at 600 to the axis of major principal stress. What is the maximum intensity of shear stress in the material at the point (16)
8. At a point in a strained material, the principal stresses are 100 N/mm2 (T) and 40 N/mm2 (C) Determine the direction and magnitude in a plane inclined at 600 to the axis of major principal stress. What is the maximum intensity of shear stress in the material at the point (16)

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UNIT IV CODE: 101402 STRENGTH OF MATERIALS IMPORTANT QUESTIONS

Applicable for Civil Engineering 4th Semester
ANNA UNIVERSITY OF TECHNOLOGY

CODE: 101402 STRENGTH OF MATERIALS

UNIT IV

BEAM DEFLECTION

PART-A (2 Marks)
1. What are the advantages of Macaulay method over the double integration method, for finding the slope and deflections of beams?
2. State the limitations of Euler’s formula.
3. Define crippling load.
4. State Mohr’s theorem.
5. State any three assumption made in Euler’s column theory.
6. What are the different modes of failures of a column?
7. Write down the Rankine formula for columns.
8. What is effective or equivalent length of column?
9. Define Slenderness Ratio.
10. Define the terms column and strut.

PART- B (16 Marks)
1. A simply supported beam of 10 m span carries a uniformly distributed load of 1 kN/m over the entire span. Using Castigliano’s theorem, find the slope at the ends. EI = 30,000 kN/m2. (16)
2. A 2m long cantilever made of steel tube of section 150 mm external diameter and10mm thick is loaded. If E=200 GN/m2 calculate (1) The value of W so that the maximum bending stress is 150 MN/m (2) The maximum deflection for the loading (16)
3. A beam of length of 10 m is simply supported at its ends and carries two point loads of 100 KN and 60 KN at a distance of 2 m and 5 m respectively from the left support.
Calculate the deflections under each load. Find also the maximum deflection.
Take I = 18 X 108 mm4 and E = 2 X 105. (16)
4. i) A column of solid circular section, 12 cm diameter, 3.6 m long is hinged at both ends. Rankine’s constant is 1 / 1600 and c = 54 KN/cm2. Find the buckling load.
ii) If another column of the same length, end conditions and rankine constant but of
12 cm X 12 cm square cross-section, and different material, has the same buckling load, find the value of c of its material. (16)
5. A beam of length of 6 m is simply supported at its ends. It carries a uniformly distributed load of 10 KN/m as shown in figure. Determine the deflection of the beam at its mid-point and also the position and the maximum deflection. Take EI=4.5 X 108 N/mm2. (16)
6. An overhanging beam ABC is loaded as shown is figure. Determine the deflection of the beam at point C. Take I = 5 X 108 mm4 and E = 2 X 105 N/mm2. (16)

7. A cantilever of length 2 m carries a uniformly distributed load of 2.5 KN/m run for a length of 1.25 m from the fixed end and a point load of 1 KN at the free end. Find the deflection at the free end if the section is rectangular 12 cm wide and 24 cm deep and E=1 X 104 N/mm2 (16)
8. A cantilever of length 2m carries a uniformly distributed load 2 KN/m over a length of 1m from the free end, and a point load of 1 KN at the free end. Find the slope and deflection at the free end if E = 2.1 X 105 N/mm2 and I = 6.667 X 107 mm4 . (16)
9. Determine the section of a hollow C.I. cylindrical column 5 m long with ends firmly built in. The column has to carry an axial compressive load of 588.6 KN. The internal diameter of the column is 0.75 times the external diameter. Use Rankine’s constants.
a = 1 / 1600, c = 57.58 KN/cm2 and F.O.S = 6. (16)

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CE2259 STRENGTH OF MATERIALS ANNA UNIVERSITY QUESTION BANK UNIT 3

Applicable for Civil Engineering 4th Semester

CE1259 STRENGTH OF MATERIALS

UNIT III
TORSION

PART-A (2 Marks)

1. Define torsional rigidity of the solid circular shaft.

2. Distinguish between closed coil helical spring and open coil helical spring

3. What is meant by composite shaft?

4. What is called Twisting moment?

5. What is Polar Modulus ?

6. Define: Torsional rigidity of a shaft.

7. What do mean by strength of a shaft?

8. Write down the equation for Wahl factor.

9. Define: Torsional stiffness.

10. What are springs? Name the two important types.

PART- B (16 Marks)

1. Determine the diameter of a solid shaft which will transmit 300 KN at 250 rpm. The

maximum shear stress should not exceed 30 N/mm2 and twist should not be more than 10 in a shaft length 2m. Take modulus of rigidity = 1x 105N/mm2. (16)

2. The stiffness of the closed coil helical spring at mean diameter 20 cm is made of 3 cm diameter rod and has 16 turns. A weight of 3 KN is dropped on this spring. Find the height by which the weight should be dropped before striking the spring so that the spring may be compressed by 18 cm. Take C= 8x104 N/mm2. (16)

3. It is required to design a closed coiled helical spring which shall deflect 1mm under an axial load of 100 N at a shear stress of 90 Mpa. The spring is to be made of round wire having shear modulus of 0.8 x 105 Mpa. The mean diameter of the coil is 10 times that of the coil wire. Find the diameter and length of the wire. (16)

4. A steel shaft ABCD having a total length of 2400 mm is contributed by three different sections as follows. The portion AB is hollow having outside and inside diameters 80 mm and 50 mm respectively, BC is solid and 80 mm diameter. CD is also solid and 70 mm diameter. If the angle of twist is same for each section, determine the length of each portion and the total angle of twist. Maximum permissible shear stress is 50 Mpa and shear modulus 0.82 x 105 MPa (16)

5. The stiffness of close coiled helical spring is 1.5 N/mm of compression under a maximum load of 60 N. The maximum shear stress in the wire of the spring is 125 N/mm2. The solid length of the spring (when the coils are touching) is 50 mm. Find the diameter of coil, diameter of wire and number of coils. C = 4.5 (16)

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CE2259 STRENGTH OF MATERIALS ANNA UNIVERSITY QUESTION BANK UNIT 2

Applicable for Civil Engineering 4th Semester

CE1259 STRENGTH OF MATERIALS

UNIT II

BEAMS – LOADS AND STRESSES

PART- A (2 Marks)

1. State the different types of supports.

2. What is cantilever beam?

3. Write the equation for the simple bending theory.

4. What do you mean by the point of contraflexure?

5. Define beam.

6. Define shear force and bending moment.

7. What is Shear stress diagram?

8. What is Bending moment diagram?

9. What are the types of load?

10. Write the assumption in the theory of simple bending.

11. What are the types of beams?

12. When will bending moment is maximum.

PART- B (16 Marks)

1. Three planks of each 50 x200 mm timber are built up to a symmetrical I section for a beam. The maximum shear force over the beam is 4KN. Propose an alternate rectangular section of the same material so that the maximum shear stress developed is same in both sections. Assume then width of the section to be 2/3 of the depth. (16)

2. A beam of uniform section 10 m long carries a udl of KN/m for the entire length and a concentrated load of 10 KN at right end. The beam is freely supported at the left end. Find the position of the second support so that the maximum bending moment in the beam is as minimum as possible. Also compute the maximum bending moment (16)

3. A beam of size 150 mm wide, 250 mm deep carries a uniformly distributed load of w kN/m over entire span of 4 m. A concentrated load 1 kN is acting at a distance of 1.2 m from the left support. If the bending stress at a section 1.8 m from the left support is not to exceed 3.25 N/mm2 find the load w. (16)

4. A cantilever of 2m length carries a point load of 20 KN at 0.8 m from the fixed end and another point of 5 KN at the free end. In addition, a u.d.l. of 15 KN/m is spread over the entire length of the cantilever. Draw the S.F.D, and B.M.D. (16)

5. A Simply supported beam of effective span 6 m carries three point loads of 30 KN, 25 KN and 40 KN at 1m, 3m and 4.5m respectively from the left support. Draw the SFD and BMD. Indicating values at salient points. (16)

6. A Simply supported beam of length 6 metres carries a udl of 20KN/m throughout its

length and a point of 30 KN at 2 metres from the right support. Draw the shear force and bending moment diagram. Also find the position and magnitude of maximum Bending moment. (16)

7. A Simply supported beam 6 metre span carries udl of 20 KN/m for left half of span and two point loads of 25 KN end 35 KN at 4 m and 5 m from left support. Find maximum SF and BM and their location drawing SF and BM diagrams. (16)

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101402 STRENGTH OF MATERIALS ANNA UNIVERSITY QUESTION BANK UNIT 1

Applicable for Civil Engineering 4th Semester

CODE: 101402 STRENGTH OF MATERIALS

UNIT I

STRESS STRAIN DEFORMATION OF SOLIDS

PART- A (2 Marks)

1. What is Hooke’s Law?

2. What are the Elastic Constants?

3. Define Poisson’s Ratio.

4. Define: Resilience, proof resilience and modulus of resilience.

5. Distinguish between rigid and deformable bodies.

6. Define stress and strain.

7. Define Shear stress and Shear strain.

8. Define elastic limit.

9. Define volumetric strain.

10. Define tensile stress and compressive stress.

11. Define young’s Modulus.

12. Define modulus of rigidity.

13. Define thermal stress.

PART- B (16 Marks)

1. A rod of 150 cm long and diameter 2.0cm is subjected to an axial pull of 20 KN. If the modulus of elasticity of the material of the rod is 2x 105 N/mm2

Determine 1. Stress 2. Strain 3. the elongation of the rod (16)

2. The extension in a rectangular steel bar of length 400mm and thickness 10mm is found to 0.21mm .The bar tapers uniformly in width from 100mm to 50mm. If E for the bar is 2x 105 N/mm2 ,Determine the axial load on the bar (16)

3. A rod of 250 cm long and diameter 3.0cm is subjected to an axial pull of 30 KN. If the modulus of elasticity of the material of the rod is 2x 105 N/mm2 Determine 1. Stress 2. Strain 3. the elongation of the rod (16)

4. Find the young’s modulus of a rod of diameter 30mm and of length 300mm which is

subjected to a tensile load of 60 KN and the extension of the rod is equal to 0.4 mm

(16)

5. The extension in a rectangular steel bar of length 400mm and thickness 3mm is found be 0.21mm .The bar tapers uniformly in width from 20mm to 60mm E for the bar is 2x 105 N/mm2 Determine the axial load on the bar. (16)

6. The ultimate stress for a hollow steel column which carries an axial load of 2Mn is 500 N/mm2 .If the external diameter of the column is 250mm, determine the internal diameter Take the factor of safety as 4.0 (16)

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EE1003 – POWER SYSTEM TRANSIENTS QUESTION BANK ALL UNIT IMPORTANT 16 MARKS

PART-B (16 marks)

UNIT – I

1. Explain the various types of power system transients.
2. Explain the effects of transients on power system.
3. Briefly explain the importance of study of transients in planning.

UNIT – II

1. Explain with appropriate waveform,

(i)                  Current suppression.

(ii)                Current chopping

(iii)               Capacitance switching with one and multiple restrikes.

(iv)              Ferro resonance.

2. Explain in detail about,

(i)                  Resistance switching and

(ii)                Load switching with their equivalent circuits.

3. Explain the load switching in both normal and abnormal conditions with neat sketches.
4. What is capacitance switching? Explain in briefly the effects of source regulations and capacitance switching with a restrike.

UNIT – III

1. Discuss the mechanism of lightning strokes and over voltages on transmission lines.    
2. Discuss the different theories of charge formation of thunder clouds.
3. Explain in detail how the charges are formed in the clouds.
4. Discuss the interaction of lightning with power system.
5. What are the factors contributing to good line design?
6. Explain the counter-poise method of protection.

      7. (a) Give the mathematical models for lightning discharges and explain them.              

          (b) Explain the different characteristics of the lightning strokes.

UNIT – IV

1. Discuss transient response of systems with series and shunt lumped parameters and distributed lines.
2. With neat sketch explain Bewley’s Lattice diagram.
3. Derive the reflection and refraction coefficients of a traveling wave.
4. Write short notes on standing waves and natural frequency.
5. Explain the various type of traveling wave concept in step response.

UNIT – V

1. Explain short line kilometric fault.
2. What is line dropping and load rejection? Explain.
3. Explain switching surges on integrated system.
4. Explain EMTP for transient computation.
5. Explain the over voltage induced by faults.

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EE1003 – POWER SYSTEM TRANSIENTS QUESTION BANK UNIT 5

UNIT – V

1. What is load rejection?
2. How does a surge occur during switching?
3. Define about kilo metric fault.
4. What meant by distribution of voltage in a power system?
5. What is meant by line dropping?
6. Explain the over voltage induced by faults.
7. What are the switching surges on integrated system?
8. Explain EMTP for transient computation.

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EE1003 – POWER SYSTEM TRANSIENTS QUESTION BANK UNIT 4

UNIT – IV

1. What are the specifications of a traveling wave?
2. Write the expression for series and shunt lumped parameters in distributed lines.
3. Define standing waves and natural frequencies.
4. What is meant by reflection and refraction of traveling waves.

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EE1003 – POWER SYSTEM TRANSIENTS QUESTION BANK UNIT 3

UNIT – III

1.        List the characteristics features of lightning strokes.

2.        What is tower footing resistance?

3.        What is arcing ground?

4.        What are the causes of over voltage?

5.        Define lightning phenomenon.

6.        Define Isokeraunic level.

7.        What are the types of protection afforded by ground wires?

8.        Define dart leader.

9.        Write short note about stepped leader and pilot streamer.

10.    Differentiate lightning and switching over voltages.

11.    Define overvoltage factor.

12.    State Mason’s theory of lightning.

13.    What are the characteristics of lightning strokes?

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EE1003 – POWER SYSTEM TRANSIENTS QUESTION BANK UNIT 2

UNIT – II

1. What are the causes of switching surges?
2. What is meant by resistance switching?
3. What is meant by capacitance switching?
4. Define current chopping.
5. What are the observations in RLC circuit?
6. Draw the equivalent circuit for interrupting the resistor current.
7. What is meant by load switching?
8. Define normal and abnormal switching transients.
9. What are the effects of source regulation?
10. What is Ferro resonance?
11. What is restriking voltage?
12. Draw double frequency transient circuit with an example.
13. Give the relation between time constant of parallel and series circuit.
14. What is the need for resistance switching?

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EC 1032 EMBEDDED SYSTEMS DESIGN ANNA UNIVERSITY PREVIOUS YEAR QUESTION PAPERS AND QUESTION BANK

PART A [10x2= 20 marks]

1.What is an embedded system? Give any two examples.

2.List the major hardware and software components of embedded system.

3.Why is an embedded processor preferred over a microprocessor or microcontroller in an embedded system?

4.What is dynamic memory allocation?

5.What are the different operating states of Timer?

6.Give the significant features of PCI/X compared to PCI Bus.

7.What is Interrupt driven I/O? How is it useful in embedded systems?

8.Distinguish between Premature Non-premature multitasking.

9.Mention the Important RTOS services.

10.What is the use of action plan in the embedded system development process?

PART B [5x16= 80 marks]

11.[a]Explain in detail the various functional building blocks of embedded system.[16]

Or
[b][i]Explain the role of timers in embedded system.[6]
[ii]Explain the operation of Interrupt controllers in embedded system.[10]

12.[a][i]Explain the functions of various structural units of a processor in an embedded system.[10]
[ii]Show and explain the interfacing of system buses between the processor, memory and I/O devices.[6]
Or
[b][i]Discuss in detail the Cache memory mapping techniques.[10]
[ii]Explain the data transfer using direct memory access in embedded systems.[6]

13.[a][i]Explain the hardware and software timer units. Compare their performances.[8]
[ii]Explain the features and functions of USB and CAN buses.[8]
Or
[b][i]Describe the parallel communication using ISA and PCI bus standards.[8]
[ii]Describe the parallel port and serial port device drivers in embedded systems.[8]

14.[a][i]Explain how transfer rate and latency will affect the performance of I/O operation.[6]
[ii]Describe the Interrupt structure and Interrupt servicing mechanism.[10]
Or
[b][i]Explain in detail the problems in multi threaded programming. Discuss about the use of semaphores in multithreaded environment.[10]
[ii]Explain the need for assigning priorities to devices. Also explain how this priority assignment is made?[6]

15.[a]Discuss the role of RTOS in Interrupt handling and Task scheduling.[16]
Or
[b][i]Explain the use of Target system in the embedded systems development.[6]
[ii]Explain the use of various software tools for the development of an embedded system.[10]

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