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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

2
1/4
1
1/2

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

3
1
2
1.5

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

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

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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
5/8
8/5
2/3

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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

BD³/12
BD³/6
B²D/6
BD²/6

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Theory of Structures
A body is said to be in equilibrium if

None of these
It moves vertically
It moves horizontally
It rotates about its C.G.

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