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Theory of Structures

Theory of Structures
The load on a spring per unit deflection, is called

Proof load
Proof resilience
Stiffness
Proof stress

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

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

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Theory of Structures
A steel bar 5 m × 50 mm is loaded with 250,000 N. If the modulus of elasticity of the material is 0.2 MN/mm² and Poisson’s ratio is 0.25, the change in the volume of the bar is:

1.125 cm³
4.125 cm²
2.125 cm³
3.125 cm³

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At the crown
None of these
At one quarter span
Anywhere in the rib

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

50/EIc
100/EIc
200/EIc
150/EIc

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

Proof stress
Stiffness
Proof resilience
Proof load

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