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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
Stiffness
Proof load
Proof stress

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.5
1
1.25
2.5

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

WL/AE
W²L/2AE
WL/2AE
W²L/AE

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Theory of Structures
Principal planes are subjected to

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

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

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

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

el/2d
e²l²/3d²
ee²l/3d²
el²/3d²

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