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Theory of Structures - Section 1 (6)

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Theory of Structures - Section 1

Questions and MCQs related to Theory and Structure can be found
here in this section. You can solve these MCQs easily and can test your skills.

41. 

Stress may be defined as

A. force per unit length
B. force per unit volume
C. force per unit area
D. none of these.

Answer: Option C

Explanation:

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42. 

A concentrated load P is supported by the free end of a quadrantal ring AB whose end B is fixed. The ratio of the vertical to horizontal deflections of the end A, is

A. π
B. 96-21-174-2
C. 96-21-174-3
D. 96-21-174-4

Answer: Option B

Explanation:

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43. 

In the truss shown in the given figure, the force in member BC is

89-21-100-1

A. 100 t compressive
B. 100 t tensile
C. zero
D. indeterminate

Answer: Option C

Explanation:

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44. 

A material which obeys Hook's law, is subjected to direct stress σ0. At its elastic limit, the following statement is true,

A. Strain is equal to 83-21-32-1
B. Maximum shear stress =83-21-32-2
C. Strain energy =83-21-32-3
D. Shear strain energy =83-21-32-4
E. All the above.

Answer: Option E

Explanation:

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45. 

The normal component of a force inclined through θ° is obtained by multiplying the force by

A. sin θ
B. cos θ
C. tan θ
D. sin θ cos θ
E. sin2θ

Answer: Option D

Explanation:

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46. 

The point of contraflexure is the point where

A. B.M. changes sign
B. B.M. is maximum
C. B.M. is minimum
D. S.F. is zero.

Answer: Option A

Explanation:

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47. 

Shear strain energy theory for the failure of a material at elastic limit, is due to

A. Rankine
B. Guest or Trecas
C. St. Venant
D. Haig
E. Von Mises.

Answer: Option E

Explanation:

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48. 

The shape factor of standard rolled beam section varies from

A. 1.10 to 1.20
B. 1.20 to 1.30
C. 1.30 to 1.40
D. 1.40 to 1.50

Answer: Option A

Explanation:

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