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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 load
Proof resilience
Proof stress
Stiffness

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Theory of Structures
The load on a spring per unit deflection, is called

Proof stress
Stiffness
Proof load
Proof resilience

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

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

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Theory of Structures
The strain energy due to volumetric strain

Is directly proportional to the volume
All of these
Is inversely proportional to Bulk modulus
Is directly proportional to the square of exerted pressure

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

4p/a²
3p/a²
p/a²
2p/a²

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/3
1/8
1/4
1/2

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