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Theory of Structures

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

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

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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

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

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Theory of Structures
In plastic analysis, the shape factor for rectangular section, is

1.6
1.7
1.4
1.5

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The fibre everywhere
The inner most fibre of the section
The neutral fibre of the section
The outer most fibre of the section

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

None of these
1 : 1½ : 2
1 : 1 : 2
2 : 1½ : 1

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Theory of Structures
The load on a spring per unit deflection, is called

Proof load
Proof resilience
Proof stress
Stiffness

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