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Theory of Structures

Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

2 /15
3 /8
3 /16
/16

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Theory of Structures
Maximum strain theory for the failure of a material at the elastic limit, is known as

Rankine's theory
Haig's theory
St. Venant's theory
Guest's or Trecas' theory

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1
1/2
2
1/4

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

3F/2A
2F/3A
F/2A
F/A

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Length of the shaft
Angle of twist
Radius of the shaft
Modulus of rigidity

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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:

4.5 mm
4.0 mm
5.5 mm
5.0 mm

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