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Theory of Structures

Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof stress
Stiffness
Proof load
Proof resilience

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²
wa²/27
w²a
wa/27

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Theory of Structures
The stiffness of the close coil helical spring is

8D3N/d4n
d4N/4D3n
d4N/8D3n
4D3N/d4n

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At the crown
Anywhere in the rib
None of these
At one quarter span

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Theory of Structures
The assumption in the theory of bending of beams is:

Material is isotropic
All of these
Material is homogeneous
Young’s modulus is same in tension as well as in compression

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

4
3
2
1

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