CE8395 Question Bank Strength of Materials for Mechanical Engineers

CE8395 Question Bank Strength of Materials for Mechanical Engineers Regulation 2017 Anna University free download. Strength of Materials for Mechanical Engineers Question Bank CE8395 pdf free download.

Sample CE8395 Question Bank Strength of Materials for Mechanical Engineers:

PART-A (2 Marks)

1. A cylindrical pipe of diameter 1.5 m and thickness 1.5 cm is subjected to an internal fluid pressure of 1.2 N/mm2. Determine the longitudinal stress developed in the pipe.

2. Find the thickness of the pipe due to an internal pressure of 10 N/mm2 if the permissible stress is 120 N/mm2. The diameter of pipe is 750 mm. CE8395 Question Bank Strength of Materials for Mechanical Engineers

3. The principal stress at a point are 100 N/mm2 (tensile) and 50 N/mm2 (compressive) respectively. Calculate the maximum shear stress at this point.

4. A spherical shell of 1 m diameter is subjected to an internal pressure 0.5N/mm2. Find the thickness if the thickness of the shell, if the allowable stress in the material of the shell is 75 N/mm2.

5. Normal stresses s x and s y and shear stress t act at a point. Find the principal stresses and the principal planes. CE8395 Question Bank Strength of Materials for Mechanical Engineers

6. Derive an expression for the longitudinal stress in a thin cylinder subjected to an uniform internal fluid pressure.

7. Distinguish between thick and thin cylinders. CE8395 Question Bank Strength of Materials for Mechanical Engineers

8. What is mean by compressive and tensile force?

9. How will you determine the forces in a member by method of joints?

10. Define thin cylinder? CE8395 Question Bank Strength of Materials for Mechanical Engineers

11. What are types of stress in a thin cylindrical vessel subjected to internal pressure?

12. What is mean by Circumferential stress (or hoop stress) and Longitudinal stress? CE8395 Question Bank Strength of Materials for Mechanical Engineers

13. What are the formula for finding circumferential stress and longitudinal stress?

14. What are maximum shear stresses at any point in a cylinder

PART –B ( 16 MARKS) CE8395 Question Bank Strength of Materials for Mechanical Engineers

1.A thin cylinder 1.5 m internal diameter and 5 m long is subjected to an internal pressure of 2 N/mm2. If the maximum stress is limited to 160 N/mm2, find the thickness of the cylinder. E = 200 kN/mm2 and Poisson’s ratio = 0.3. Also find the changes in diameter, length and volume of the cylinder.

Subject name	STRENGTH OF MATERIALS FOR MECHANICAL ENGINEERS
Short Name	SMM
Semester	4
Subject Code	CE8395
Regulation	2017 regulation

CE8395 Strength of Materials for Mechanical Engineers Question Bank Click Here To Download

CE8395  Strength of Materials for Mechanical Engineers Syllabus

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CE8395 Strength of Materials for Mechanical Engineers Question Paper

 

CE8404 Question paper Concrete Technology

CE8404 Question paper Concrete Technology Regulation 2017 Anna University free download. Concrete Technology Question paper CE8404 pdf free download.

Sample Questions from CE8404 Question Paper Concrete Technology:

1
What is concrete?
BT-1
Remember
2
Define workability.
BT-1 CE8404 Question paper Concrete Technology
Remember
3
Tell about quality of concrete?
BT-1
Remember
4
What are the important parameters of workability?
BT-1
Remember
5 CE8404 Question paper Concrete Technology
Define the term compacting factor.
BT-1
Remember
6
What are the tests are used the measurement of workability?
BT-1
Remember
7
Summarize the factors affecting workability?
BT-2
Understand CE8404 Question paper Concrete Technology
8
Explain segregation.
BT-2
Understand
9
Describe about bleeding water percentage?
BT-2
Understand CE8404 Question paper Concrete Technology
10
Report the various stages of manufacturing of concrete?
BT-2
Understand
11
Classify the methods for transportation of concrete?
BT-3
Application
12
Classify the methods are adopted for compacting the Concrete?
BT-3
Application CE8404 Question paper Concrete Technology
13
Illustrate the methods used for curing?
BT-3
Application
14
List out the NDT test?
BT-4 CE8404 Question paper Concrete Technology
Analyse
15
Point out the factors influencing cracks in concrete?
BT-4
Analyse
16
Criticize the term Bleeding?
BT-4
Analyse
17
Comment on the term creep in concrete?
BT-5
Evaluate
18
Evaluate the reasons for shrinkage of concrete.
BT-5
Evaluate
19
Explain about dynamic modulus.
BT-6
Create CE8404 Question paper Concrete Technology
20
Write the different tests for workability of concrete.

11
Compare the relative merits and demerits of various workability tests.
BT-4
Analyse
12
Explain Under what circumstances is concrete subjected to fatigue stresses?
BT-4 CE8404 Question paper Concrete Technology
Analyse
13
Define the term workability. What are the various tests conducted
to determine the Workability of concrete and explain them.
BT-5
Evaluate
14
Write shortnotes on
(i) Elasticity of concrete (4)
(ii) Shrinkage (4)
(iii) Creep (5) CE8404 Question paper Concrete Technology

1.
What are the two non-destructive tests commonly used to assess the compressive strength? Explain any one method.
BT-4
Analyse
2.
(i) Describe the importance of curing? (5)
(ii) When should it be commenced? (5)
(iii) For how long should it be continued? (5)
BT-1 CE8404 Question paper Concrete Technology
Remember

Subject name	Concrete Technology
Short Name	CT
Semester	4
Subject Code	CE8404
Regulation	2017 regulation

CE8404 Concrete Technology Question Paper Click Here To Download

CE8404 Concrete Technology Syllabus

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CE8404 Concrete Technology Notes

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CE8404 Concrete Technology Question Bank

CE8404 Question Bank Concrete Technology

CE8404 Question Bank Concrete Technology Regulation 2017 Anna University free download. Concrete Technology Question Bank CE8404 pdf free download.

Sample CE8404 Question Bank Concrete Technology:

1  List the types of cement.

2 Identify methods of proportioning of concrete mixes?

3 Tell about the steps adopted to control bleeding. CE8404 Question Bank Concrete Technology

4 What is the function of gypsum in the manufacture of cement?

5 Define hydration of cement?

6 Define Segregation. CE8404 Question Bank Concrete Technology

7 Describe bulking of sand?

8 Summarize the methods adopted to avoid segregations of concrete.

9 Classify factors affecting workability?

10 Summarize the methods of consolidation or compaction of concrete

11 Write about admixtures.

12 Name the types of joints in concrete

13 Illustrate the factors affecting proportioning of concrete mixes.

14 What is meant by grading of aggregates? CE8404 Question Bank Concrete Technology

15 Point out the types of mortars.

16 Explain what workability is.

17 Comment on mixing of concrete.
CE8404 Question Bank Concrete Technology
18 Conclude the need for Curing in concrete.

19 Mention the test adopted to test the properties of cement in laboratories

20 Formulate the test adopted to test the properties of cement in field?

(i) Describe the importance of the quality of water used for concreting? (3)
(ii) List the various types of cement indicating their use for different
Applications. CE8404 Question Bank Concrete Technology

2 (i)Explain in details the different tests employed for cement to ascertain its
quality as per IS specification. (8)
(ii)What is soundness of cement and how is it tested?

9 Design a concrete mix which is required to have a specified mean strength of
30 Mpa at 28 days. The presence of reinforcement requires a slump of 75mm and a maximum size of aggregate of 10mm. The aggregate are of normal weight and their grading conform to the approximate standard with a fineness modulus of 2.8. Assume negligible absorption and moisture content, bulk density of coarse aggregate 1600 Kg/m3 and extreme exposure conditions. Use ACI method. CE8404 Question Bank Concrete Technology

Subject name	Concrete Technology
Short Name	CT
Semester	4
Subject Code	CE8404
Regulation	2017 regulation

CE8404 Concrete Technology Question Bank Click Here To Download

CE8404 Concrete Technology Syllabus

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CE8404 Concrete Technology Notes

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CE8404 Concrete Technology Important Questions

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CE8404 Concrete Technology Question Paper

MA8491 Question Paper Numerical Methods

MA8491 Question Paper Numerical Methods Regulation 2017 Anna University free download. Numerical Methods Question Paper MA8491 pdf free download.

Sample MA8491 Question Paper Numerical Methods:

1.State Newton’s formula for interpolation.
2. State Newton’s divided difference interpolation formula .
3. State Lagrange’s interpolation formula for unequal intervals.
4. What do you mean by inverse interpolation?
5. write down the formula for the cubic spline polynomial y(x).
6.State any two properties of divided differences. MA8491 Question Paper Numerical Methods
7. State any two properties of cubic spline function.
8. Find the divided differences of f(x)=x3-x2+3x+8 for the arguments 0,1,4,5.
9. Find the second degree polynomial from the following data:
10. Given f(0)= -1 f(1)=1, f(2)=4, find the roots of Newton’s interpolating polynomial equation .
PART – B QUESTIONS
1. Using Lagrange’s interpolation formula, find y(10) given that y(5) = 12, y(6) =13, y(9) =14,
y(11)=16. MA8491 Question Paper Numerical Methods
2. Use Lagrange’s method to find log 656 10 , given that log 654 2.8156, 10  log 658 2.8182, 10 
log 659 2.8189 10  and log 661 2.8202. 10 
3. Using Lagrange’s interpolation, calculate the profit in the year 2000 from the following data:
Year 1997 1999 2001 2002
Profit in MA8491 Question Paper Numerical Methods
lakhs of Rs.
43 65 159 248
4. Find the age corresponding to the annuity value 13.6 given the table:

7. What do you mean by numerical integration?
8. State Simpson’s 1/3 and 3/8 formulas for numerical integration.
9. In numerical integration, what should be the number of intervals to apply Simpson’s one-third
rule and Simpson’s three-eighth rule?
10. State the two point Gaussian quadrature formula to evaluate 
f (x) dx MA8491 Question Paper Numerical Methods
11. State the three point Gaussian quadrature formula to evaluate 
f (x) dx
12. Using Simpson’s rule, find e dx x given that
1, 2.72, 7.39, 20.09, 54.6 e0  e1  e2  e3  e4 
13. Evaluate 
using Gauss two-point formula.
14. Evaluate
t dt by Gaussian two-point formula.
15. Evaluate  MA8491 Question Paper Numerical Methods

by Gauss three point formula.
16. State Trapezoidal rule to evaluate a double integral.
17. State Simpson’s 1/3 rule to evaluate a double integral.

Subject name	NUMERICAL METHODS
Short Name	m4
Semester	4
Subject Code	MA8491
Regulation	2017 regulation

MA8491 Numerical Methods Question Paper Click Here To Download

MA8491 Numerical Methods Syllabus

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MA8491 Numerical Methods Notes

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MA8491 Important Questions Numerical Methods

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MA8491 Numerical Methods Question Bank

MA8491 Question Bank Numerical Methods

MA8491 Question Bank Numerical Methods Regulation 2017 Anna University free download. Numerical Methods Question Bank MA8491 pdf free download.

Sample MA8491 Question Bank Numerical Methods:

1.What are the conditions under which a real root of the equation f(x)=0 can be found, using
simple iteration method?
2.Locate the negative root of 2 5 0 x3  x  
3. What do you mean by the order of convergence of an iterative method for finding the root of
the equation f (x
1.Find the real root of the equation x3+x2-100=0 correct to 5 decimal places using Iteration
method. MA8491 Question Bank Numerical Methods
2. Use the method of fixed point iteration to solve the equation Cos x=3x-1 .
3. Solve ex-3x=0 by the method of fixed point iteration.
4. Find the positive root of 10 x4  x  correct to three decimal places using Newton-Raphson
method.
4. State the condition for convergence of Newton-Raphson method.
5. State the order of convergence of (i) the iteration formula and (ii) the Newton-Raphson. MA8491 Question Bank Numerical Methods
6.Find the iterative formula for square root of N using Newton’s method.
7. Find the iterative formula for reciprocal of N using Newton’s method.
8. Give any two differences between Gauss Elimination and Gauss Jordan Methods. MA8491 Question Bank Numerical Methods
9. Distinguish between direct and iterative methods (indirect methods) of solving simultaneous
equations. MA8491 Question Bank Numerical Methods
10. When does Gauss elimination method fail?
11. Sate a sufficient condition for Gauss-Seidel method to converge.
12. How will you find the smallest eigen value of a square matrix, by power method?
13.What are the conditions under which the power method can be applied?
14. When does the power method work satisfactorily?
15. State Fixed point theorem. MA8491 Question Bank Numerical Methods

 

Subject name	NUMERICAL METHODS
Short Name	m4
Semester	4
Subject Code	MA8491
Regulation	2017 regulation

MA8491 Numerical Methods Question Bank Click Here To Download

MA8491 Numerical Methods Syllabus

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MA8491 Numerical Methods Notes

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MA8491 Important Questions Numerical Methods

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MA8491 Numerical Methods Question Paper

CE8491 Question paper SOIL MECHANICS

CE8491 Question Paper Soil Mechanics Regulation 2017 Anna University free download. Soil Mechanics Question paper CE8491 pdf free download.

Sample CE8491 Question Paper Soil Mechanics:

5. The mass of wet soil when compacted in a mould was 19.55 kN. The water content of the soil
was 16%. If the volume of the mould was 0.95 m3. Determine (i) dry unit weight, (ii) Void ratio,
(iii) degree of saturation and (iv) percent air voids. Take G = 2.68. (AUC May/June 2012) CE8491 Question Paper Soil Mechanics

6. In a hydrometer analysis, the corrected hydrometer reading in a 1000 ml uniform soil
suspension at the start of sedimentation was 28. After a lapse of 30 minutes, the corrected CE8491 Question Paper Soil Mechanics
hydrometer reading was 12 and the corresponding effective depth 10.5 cm. the specific gravity
of the solids was 2.68. Assuming the viscosity and unit weight of water at the temperature of the
test as 0.001 Ns/m2 and 9.81 kN/m3 respectively. Determine the weight of solids mixed in the CE8491 Question Paper Soil Mechanics
suspension, the effective diameter corresponding to the 30 minutes reading and the percentage
of particle finer than this size. (AUC May/June 2012)

7. An earthen embankment of 106 m3 volume is to be constructed with a soil having a void ratio of
0.80 after compaction. There are three borrow pits marked A, B and C having soils with voids CE8491 Question Paper Soil Mechanics
ratios of 0.90, 0.50 and 1.80 respectively. The cost of excavation and transporting the soil is Rs 0.25, Rs 0.23 and Rs 0.18 per m3 respectively. Calculate the volume of soil to be excavated
from each pit.Which borrow pit is the most economical? (Take G = 2.65). (AUC Nov/Dec 2011) CE8491 Question Paper Soil Mechanics

8. A laboratory compaction test on soil having specific gravity equal to 2.67 gave a maximum dry
unit weight of 17.8 kN/m3 and a water content of 15%. Determine the degree of saturation, air
content and percentage air voids at the maximum dry unit weight.What would be theoretical
maximum dry unit weight corresponding to zero air voids at the optimum water content?

Subject name	Soil Mechanics
Short Name	SM
Semester	4
Subject Code	CE8491
Regulation	2017 regulation

CE8491 Question Paper Soil Mechanics Click Here To Download

CE8491 Syllabus Soil Mechanics

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CE8491 Notes Soil Mechanics

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CE8491 Important mark Soil Mechanics

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CE8491 Question Bank Soil Mechanics

CE8491 Question Bank SOIL MECHANICS

CE8491 Question Bank Soil Mechanics Regulation 2017 Anna University free download. Soil Mechanics Question Bank CE8491 pdf free download.

Sample CE8491 Question Bank Soil Mechanics:

8. What is a zero air voids line? Draw a compaction curve and show the zero air voids line.
(AUC Nov/Dec 2011)
9. What is porosity of a given soil sample? (AUC Apr / May 2011)
10.What is water content in given mass of soil? (AUC Apr / May 2011)
11. Define :
(a) Porosity CE8491 Question Bank Soil Mechanics
(b) Void ratio. (AUC Nov/Dec 2010)
12. Define effective size of particle in sieve analysis. (AUC Nov/Dec 2010)
13.Write any two engineering classification system of soil. (AUC Apr / May 2009)
14. List any one expression for finding dry density of soils. (AUC Apr / May 2009)
15. Define water content and compaction. CE8491 Question Bank Soil Mechanics
16.What are the laboratory methods of determination of water content?
17. Define degree of saturation and shrinkage ratio.
18. Define specific gravity and density index. CE8491 Question Bank Soil Mechanics
19.What do understand from grain size distribution?
20.What are consistency limits of soil?
21. Define plasticity index, flow index and liquidity index.
22.What are the methods available for determination of in-situ density?
23.What is the function of A-line Chart in soil classification?
24.Write the major soil classifications as per Indian Standard Classification System.
25. Differentiate standard proctor from modified proctor test.

1. Write down a neat procedure for determining water content and specific gravity of a given soil in CE8491 Question Bank Soil Mechanics
the laboratory by using a pycnometer. (AUC Nov/Dec 2012)
2. Sandy soil in a borrow pit has unit weight of solids as 25.8 kN/m3, water content equal to 11%
and bulk unit weight equal to 16.4 kN/m3. How many cubic meter of compacted fill could be CE8491 Question Bank Soil Mechanics
constructed of 3500 m3 of sand excavated from borrow pit, if required value of porosity in the
compacted fill is 30%. Also calculate the change in degree of saturation. (AUC Nov/Dec 2012)

Subject name	Soil Mechanics
Short Name	SM
Semester	4
Subject Code	CE8491
Regulation	2017 regulation

CE8491 Question Bank Soil Mechanics Click Here To Download

CE8491 Syllabus Soil Mechanics

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CE8491 Notes Soil Mechanics

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CE8491 Important mark Soil Mechanics

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CE8491 Question Paper Soil Mechanics

CE8403 Question Bank Applied Hydraulic Engineering

CE8403 Question Bank Applied Hydraulic Engineering Regulation 2017 Anna University free download. Applied Hydraulic Engineering Question Bank CE8403 pdf free download.

Sample CE8403 Question Bank Applied Hydraulic Engineering

1. What is meant by normal depth?
2. State the condition for maximum discharge in circular channel.
3. What are the instruments used for measuring velocity in a river?
4. Differentiate between normal depth and alternate depth.
5. Find the critical depth of a rectangular channel carrying a discharge of 2.4 m3/s/m. CE8403 Question Bank Applied Hydraulic Engineering
6. Define control section and how it affects the flow depth
7. Define most economical cross section and list the condition for a trapezoidal channel?
8. What is the significance of most economical section?
9. What is the classification of channel bottom slope which is used in flow profile computation? CE8403 Question Bank Applied Hydraulic Engineering
10. How do you measure the velocity of flow in open channel?
16 MARKS
1. A canal is formed with side slopes 2:1 and a bottom width of 3.0m. The bed slope is 1 in 4500. Using
manning’s formula and assuming manning’s n as 0.025. Calculate the depth of water for a discharge
of 3.0m3/sec for a uniform flow. CE8403 Question Bank Applied Hydraulic Engineering CE8403 Question papers Applied Hydraulic Engineering
2. Determine the dimensions of the most economical trapezoidal channel with manning’s N = 0.02, to
carry a discharge of 14m3/sec at a slope of 4 in 10,000.
3. Determine the longitudinal slope of a triangular channel carrying 1.2m3/sec for a normal depth of
flow 0.75m and a side slope 2 : 1. Take chezy’s C = 45.
4. A trapezoidal channel with side slope 1 to 1 has to be designed to convey 10m3/sec at a velocity of a CE8403 Question Bank Applied Hydraulic Engineering
2m/sec so that the amount of concrete lining for the bed and sides is the minimum. Calculate the area
of lining required for one metre length of channel
5. What diameter of a semicircular channel will have the same discharge has a rectangular channel of CE8403 Question Bank Applied Hydraulic Engineering
width 2.5m and depth 1.25m?.Assume the bed slope and Manning’s ‘n’ are the same for both the
channels. CE8403 Question Bank Applied Hydraulic Engineering
6. A canal is formed with side slopes 2:1 and a bottom width of 3.0m. The bed slope is 1 in 4500.
using manning’s formula and assuming manning’s ‘n’ as 0.025, calculate the depth of water for a CE8403 Question Bank Applied Hydraulic Engineering

Subject name	Applied Hydraulic Engineering
Short Name	AHE
Semester	4
Subject Code	CE8403
Regulation	2017 regulation

CE8403 Question Bank Applied Hydraulic Engineering Click Here To Download

CE8403 Syllabus Applied Hydraulic Engineering

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CE8403 Notes Applied Hydraulic Engineering

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CE8403 Important Questions Applied Hydraulic Engineering

 

CE8402 Question Paper Strength Of Materials 2 SOM 2

CE8402 Question Paper Strength Of Materials 2 SOM2 Regulation 2017 Anna University free download. Strength Of Materials 2 SOM2 Question Paper CE8402 pdf free download.

Sample CE8402 Question Paper Strength Of Materials 2 SOM2

1. Define core of a section and draw the same for a circular section. (AUC Apr/May 2010)
2. Write Rankine’s equation for column. (AUC Apr/May 2010)
3. Define: Eccentrically loaded short columns. (AUC Nov/Dec 2010) CE8402 Question Paper Strength Of Materials 2 SOM2
4. Distinguish between thick and compound cylinders. (AUC Nov/Dec 2010)
5. How columns are classified depending upon slenderness ratio? (AUC Apr/May 2011)
6. What is thick cylinder? (AUC Apr/May 2011)
7. State any two assumptions made in the derivation of Euler’s formula for long
columns. (AUC Nov/Dec 2011)
8. Define ‘core’ of a section. (AUC Nov/Dec 2011)
9. What is the buckling load of an Euler’s column 100mm x 200mm fixed at both the ends
and length is 5m. Take E=200kN/mm2? CE8402 Question Paper Strength Of Materials 2 SOM2
10. Write down the Rankine-Gordon formula.
11. State middle third rule. CE8402 Question Paper Strength Of Materials 2 SOM2
12. How is the failure of thick cylinder different from that of a thin cylinder?
13. Write down the Lame’s equations for thick walled cylinder.
14. What are the advantages of continuous beams over simply supported beams?
15. What are the assumptions made in Euler’s theory? CE8402 Question Paper Strength Of Materials 2 SOM2
16. Define slenderness ratio of a column.
17. How the failure of a short and of a long column takes place?
18. How will you determine the hoop stress in a thick compound cylinder?
19. Express the strength of a solid shaft. CE8402 Question Paper Strength Of Materials 2 SOM2
20. Differentiate a thin cylinder and a thick cylinder with respect to hoop stress.

21. Discuss the effect of crippling load (Pc) obtained by Euler’s formula on Rankine’s formula
for short columns.
22. Give the expression for finding deflection of closely coiled helical spring.
23. Give the equivalent length of a column for any two end conditions.
24. Write down Rankine-Gordon formula for eccentrically loaded columns.
25. Define buckling. CE8402 Question Paper Strength Of Materials 2 SOM2
26. Define critical load.
27. What is beam column?

Subject name	Strength Of Materials 2
Short Name	SOM2
Semester	4
Subject Code	CE8402
Regulation	2017 regulation

CE8402 Question Paper Strength Of Materials 2 SOM2 Click Here To Download

CE8402 Syllabus Strength Of Materials 2 SOM2

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CE8402 Question Bank Strength Of Materials 2 SOM2

CE8402 Question Bank Strength Of Materials 2 SOM 2

CE8402 Question Bank Strength Of Materials 2 SOM2 Regulation 2017 Anna University free download. Strength Of Materials 2 SOM2 Question Bank CE8402 pdf free download.

Sample CE8402 Question Bank Strength Of Materials 2 SOM2

1. A fixed beam of span ‘L’ is subjected to UDL throughout w/m. What is end
moments and moment at the centre? (AUC Apr/May 2010)
2. Draw BMD for a propped cantilever beam span ‘L’ subjected to UDL throughout w/m.
(AUC Apr/May 2010) CE8402 Question Bank Strength Of Materials 2 SOM2
3. Draw BM Diagram (qualitative) of a propped cantilever of L m long carries an UDL of
w/unit run over the entire span. (AUC Nov/Dec 2010)
4. Draw the SF and BM Diagrams (qualitative) of a fixed beam of L m long carries a
point load W at the midpoint. (AUC Nov/Dec 2010)
5. What is a fixed beam? (AUC Apr/May 2011)
6. State theorem of three moments. (AUC Apr/May 2011)
7. For the fixed beam shown in fig. what is the fixed end moment at A and B. CE8402 Question Bank Strength Of Materials 2 SOM2

19. A simply supported beam of span “l” carries an uniformly distributed load of w per unit
length over the entire span. Using Castigliano’s theorem determine
i. The mid-span deflection of the beam
ii. The slope at the left support.
20. A simply supported beam of span 8 m carries two concentrated loads of 20 kN and 30
kN at 3 m and 6 m from left support. Calculate the deflection at the centre by strain
energy principle. CE8402 Question Bank Strength Of Materials 2 SOM2
21. Using Castigliano’s theorem, determine the deflection of the free end of the cantilever
beam shown in fig. A is fixed and B is free end. Take EI = 4.9 MNm2.
22. The external diameter of a hollow shaft is twice the internal diameter. It is subjected to
pure torque and it attains a maximum shear stress ‘τ’. Show that the strain energy stored CE8402 Question Bank Strength Of Materials 2 SOM2
per unit volume of the shaft is 5 τ2 / 16C. Such a shaft is required to transmit 5400 kw at

Subject name	Strength Of Materials 2
Short Name	SOM2
Semester	4
Subject Code	CE8402
Regulation	2017 regulation

CE8402 Question Bank Strength Of Materials 2 SOM2 Click Here To Download

CE8402 Syllabus Strength Of Materials 2 SOM2

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CE8402 Notes Strength Of Materials 2 SOM2

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CE8402 Important Questions Strength Of Materials 2 SOM2

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CE8402 Question Paper Strength Of Materials 2 SOM2