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Theory of Structures

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

1.2
1.5
1.7
1.3

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI/2
WI²/12
WI²/8
WI²/4

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

1.6
1.4
1.5
1.7

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

Its number of coils will increase
It is subjected to pure bending
All of these
Its mean diameter will decrease

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

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

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Theory of Structures
The assumption in the theory of bending of beams is:

Material is isotropic
Young’s modulus is same in tension as well as in compression
Material is homogeneous
All of these

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