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Theory of Structures

Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

l
L
L/2
2 L

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

Proof stress
Proof load
Stiffness
Proof resilience

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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
3/2
5/8

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Theory of Structures
Principal planes are subjected to

Tangential stresses only
Normal stresses only
Normal stresses as well as tangential stresses
None of these

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

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

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

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

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