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Strength of Materials - Section 1 (4)

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Strength of Materials - Section 1

Here you will find all the important problems and questions of s
Strength of Material. We provide all the necessary questions which are asked in exam.

25. 

The maximum twisting moment a shaft can resist, is the product of the permissible shear stress and

A. moment of inertia
B. polar moment of inertia
C. polar modulus
D. modulus of rigidly.

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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26. 

A rectangular beam 20 cm wide is subjected to a maximum shearing force of 10, 000 kg, the corresponding maximum shearing stress being 30 kg/cm2. The depth of the beam is

A. 15 cm
B. 20 cm
C. 25 cm
D. 30 cm.

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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27. 

If n is the ratio of internal and external diameters of a hollow shaft, the ratio of the weight of the hollow shaft and that of solid shaft of same strength, will be

A. 134-6.150-1
B. 134-6.150-2
C. 134-6.150-3
D. 134-6.150-4

Answer: Option B

Explanation:

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28. 

The slenderness ratio of a vertical column of a square cross-section of 2.5 cm sides and 300 cm length, is

A. 200
B. 240
C. 360
D. 416
E. 500

Answer: Option D

Explanation:

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29. 

A triangular section having base b, height h, is placed with its base horizontal. If the shear stress at a depth y from top is q, the maximum shear stress is

A. 141-6.234-1
B. 141-6.234-2
C. 141-6.234-3
D. 141-6.234-4

Answer: Option A

Explanation:

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30. 

The minimum number of rivets for the connection of a gusset plate, is

A. 1
B. 2
C. 3
D. 4

Answer: Option B

Explanation:

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31. 

The shape of the bending moment diagram over the length of a beam, carrying a uniformly distributed load is always

A. linear
B. parabolic
C. cubical
D. circular.

Answer: Option B

Explanation:

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32. 

The ratio of the maximum deflections of a beam simply supported at its ends with an isolated central load and that of with a uniformly distributed load over its entire length, is

A. 1
B. 128-6.72-1
C. 128-6.72-2
D. 1-div-2by3
E. 128-6.72-4

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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