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Theory of Structures

Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/3) A
(1/18) A
(1/6) A
(1/12) A

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof stress
Proof resilience
Stiffness
Proof load

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof load
Proof stress
Proof resilience
Stiffness

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Poisson’s ratio
Plastic ratio
Yield ratio
Hooke’s ratio

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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/AE
W²L/2AE
WL/2AE

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Theory of Structures
The point of contraflexure is the point where

M. is maximum
S.F. is zero
M. changes sign
M. is minimum

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