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Theory of Structures

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

1/2
2
1/4
1

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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

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

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

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

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

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

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

All of these
Composite beam gets subjected to a couple
Steel experiences tensile force
Brass experiences compressive force

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

S.F. will be zero throughout
Horizontal thrust is wl2/8h
B.M. will be zero throughout
All of these

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