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Theory of Structures

Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

½
1½
2
1

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Theory of Structures
Stress may be defined as

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

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

S.F. will be zero throughout
All of these
Horizontal thrust is wl2/8h
B.M. will be zero throughout

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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

1/4
2
1
1/2

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

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

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

BD³/6
B²D/6
BD³/12
BD²/6

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