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Strength of Materials - Section 1 (3)

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 Strength of Materials - Section 1

17. 

When a bar is cooled to - 5°C, it will develop

A. no stress
B. shear stress
C. tensile stress
D. compressive stress

Answer: Option C

Explanation:

No answer description available for this question.

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18. 

The maximum bending moment for the beam shown in the below figure, lies at a distance of __________ from the end B.

98-177-1

A. l/2
B. l/3
C. 99-181-1
D. 99-181-2

Answer: Option D

Explanation:

No answer description available for this question.

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19. 

When shear force at a point is zero, then bending moment is __________ at that point.

A. zero
B. minimum
C. maximum
D. infinity

Answer: Option C

Explanation:

No answer description available for this question.

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20. 

The bending stress in a beam is __________ section modulus.

A. directly proportional to
B. inversely proportional to

Answer: Option B

Explanation:

No answer description available for this question.

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21. 

In compression test, the fracture in cast iron specimen would occur along

A. the axis of load
B. an oblique plane
C. at right angles to the axis of specimen
D. would not occur

Answer: Option B

Explanation:

No answer description available for this question.

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22. 

The energy stored in a body when strained within elastic limit is known as

A. resilience
B. proof resilience
C. strain energy
D. impact energy

Answer: Option C

Explanation:

No answer description available for this question.

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23. 

The maximum stress produced in a bar of tapering section is at

A. smaller end
B. larger end
C. middle
D. anywhere

Answer: Option A

Explanation:

No answer description available for this question.

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24. 

The simply supported beam 'A' of length l carries a central point load W. Another beam 'B' is loaded with a uniformly distributed load such that the total load on the beam is W. The ratio of maximum deflections between beams A and B is

A. 5/8
B. 8/5
C. 5/4
D. 4/5

Answer: Option B

Explanation:

No answer description available for this question.

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