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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 resilience
Stiffness
Proof load

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

L
2 L
l
L/2

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Theory of Structures
The strain energy due to volumetric strain

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

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

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

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Theory of Structures
For beams breadth is constant,

Depth d
Depth d M
Depth d 1/M
Depth d 3

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Theory of Structures
Principal planes are subjected to

Normal stresses as well as tangential stresses
None of these
Tangential stresses only
Normal stresses only

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