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Theory of Structures

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

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

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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

ML/EI
ML/2EI
ML²/2EI
ML²/3EI

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

1 : 1 : 2
1 : 1½ : 2
2 : 1½ : 1
None of these

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Theory of Structures
Stress may be defined as

Force per unit area
None of these
Force per unit volume
Force per unit length

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

2.5
1.25
1.5
1

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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/2AE
W²L/AE
W²L/2AE
WL/AE

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