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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
Proof load
Stiffness
Proof resilience

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Theory of Structures
Gradually applied static loads do not change with time their

Magnitude
Point of application
All of these
Direction

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

2
½
1½
1

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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

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

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

Proof resilience
Proof load
Proof stress
Stiffness

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

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

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