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Theory of Structures

Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L
2L
L/2
L

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Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/2
L/3
L/4
L/5

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Theory of Structures
A body is said to be in equilibrium if

It moves vertically
None of these
It moves horizontally
It rotates about its C.G.

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L
S
L/2
2L

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Theory of Structures
Flat spiral springs

Consist of uniform thin strips
Are wound by applying a torque
Consist of uniform thin strips
All of these

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Shear Modulus
Both A. and B.
Modulus of Elasticity
Modulus of Rigidity

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