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Theory of Structures

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

Yield ratio
Poisson’s ratio
Plastic 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
WL/2AE
W²L/2AE
W²L/AE

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Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

M/T
T/M
2M/ T
2T/M

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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 load
Proof resilience
Proof stress
Stiffness

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

14
16
11
15

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4WD²n/d4N
4W²Dn/d4N
4W²D3n²/d4N
4W²D3n/d4N

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