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Theory of Structures

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

1.5
1.6
1.4
1.7

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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

BD³/12
BD²/6
BD³/6
B²D/6

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

2.5
1
1.25
1.5

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

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

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Theory of Structures
A body is said to be in equilibrium if

It moves horizontally
It rotates about its C.G.
None of these
It moves vertically

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/8
1/16
1/12
1/10

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