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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 resilience
Proof stress
Stiffness
Proof load

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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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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

4/7
2/3
4/3
3/2

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML²/2EI
ML/EI
ML²/3EI
ML/2EI

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa/27
wa²
w²a
wa²/27

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

L
l
L/2
2 L

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