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Theory of Structures

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

Proof resilience
Stiffness
Proof stress
Proof load

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Theory of Structures
At yield point of a test piece, the material

Regains its original shape on removal of the load
Undergoes plastic deformation
Obeys Hooke’s law
Behaves in an elastic manner

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Theory of Structures
Maximum shear stress theory for the failure of a material at the elastic limit, is known

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

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1/4
1
1/2
2

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Parabola
Circle
Straight line
Hyperbola

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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

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

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