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Theory of Structures

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
B²D/6
BD³/12
BD³/6

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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
Obeys Hooke’s law
Behaves in an elastic manner
Undergoes plastic deformation

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

½
1
2
1½

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

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

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

1.5
1.7
1.6
1.4

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Theory of Structures
A material is said to be perfectly elastic if

It regains its original shape on removal of the load
None of these
It does not regain its original shape at all
It regains its original shape partially on removal of the load

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