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Theory of Structures

Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof load
Proof stress
Stiffness
Proof resilience

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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°
60°
45°
30°

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Theory of Structures
For beams breadth is constant,

Depth d 1/M
Depth d 3
Depth d M
Depth d

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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
Flat spiral springs

Consist of uniform thin strips
Are wound by applying a torque
Consist of uniform thin strips
All of these

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.25
1.5
2.5
1

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