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Theory of Structures

Theory of Structures
The stiffness of the close coil helical spring is

8D3N/d4n
d4N/4D3n
d4N/8D3n
4D3N/d4n

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Theory of Structures
A steel bar 5 m × 50 mm is loaded with 250,000 N. If the modulus of elasticity of the material is 0.2 MN/mm² and Poisson’s ratio is 0.25, the change in the volume of the bar is:

3.125 cm³
1.125 cm³
4.125 cm²
2.125 cm³

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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

WI²/8
WI²/4
WI/2
WI²/12

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Composite beams
Indeterminate beams
Determinate beams
Compound beams

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

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

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Theory of Structures
The point of contraflexure is the point where

S.F. is zero
M. changes sign
M. is maximum
M. is minimum

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