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Theory of Structures

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

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

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Radius of the shaft
Length of the shaft
Modulus of rigidity
Angle of twist

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

3
1.5
1
2

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

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

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The fibre everywhere
The neutral fibre of the section
The outer most fibre of the section
The inner most fibre of the section

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Theory of Structures
Flat spiral springs

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

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