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Theory of Structures

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

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

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

4.0 mm
5.0 mm
5.5 mm
4.5 mm

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L
L/2
2L
L

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Determinate beams
Composite beams
Indeterminate beams
Compound beams

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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

5/8
2/3
8/5
3/2

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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

30°
60°
45°
90°

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