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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 stress
Stiffness
Proof resilience
Proof load

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

2F/3A
F/2A
3F/2A
F/A

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Modulus of Rigidity
Shear Modulus
Both A. and B.
Modulus of Elasticity

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Theory of Structures
Total strain energy theory for the failure of a material at elastic limit, is known

St. Venant’s theory
Haig’s theory
Rankine’s theory
Guest’s or Trecas’ theory

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = 3h/l² × (1 – x)
y = 2h/l² × (1 – x)
y = 4h/l² × (1 – x)
y = h/l² × (1 – x )

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Theory of Structures
A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be

8/5
3/2
5/8
2/3

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