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Theory of Structures

Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

4/7
3/7
1/7
2/7

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

BD²/6
BD³/6
B²D/6
BD³/12

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Theory of Structures
In plastic analysis, the shape factor for a circular section, is

1.5
1.3
1.7
1.2

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Yield ratio
Poisson’s ratio
Plastic ratio
Hooke’s ratio

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

St. Venant
Von Mises
Guest or Trecas
Rankine

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

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

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