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Steel Structure Design - Section 1 (7)

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Steel Structure Design - Section 1

This is a designing field and there are many MCQs available to
solve which are based on this field.

49. 

The ratio of shearing stress to shearing strain within elastic limit, is known as

A. modulus of elasticity
B. shear modulus of elasticity
C. bulk modulus of elasticity
D. tangent modulus of elasticity
E. all the above.

Answer: Option B

Explanation:

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50. 

The effective length of a compression member of length L held in position and restrained in direction at one end and effectively restrained in direction but not held in position at the other end, is

A. L
B. 0.67 L
C. 0.85 L
D. 1.5 L
E. 2 L

Answer: Option A

Explanation:

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