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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

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

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Theory of Structures
In the truss, the force in the member AC is

8.75 t tensile
6.25 t compressive
t tensile
t compressive

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Theory of Structures
Stress may be defined as

Force per unit length
None of these
Force per unit volume
Force per unit area

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Theory of Structures
Gradually applied static loads do not change with time their

Point of application
Magnitude
All of these
Direction

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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

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

1½
½
2
1

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