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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
A material is said to be perfectly elastic if

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

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

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

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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

1
2
1½
½

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

90°
45°
60°
30°

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

p/a²
3p/a²
2p/a²
4p/a²

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