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Theory of Structures

Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Hooke’s ratio
Yield ratio
Poisson’s ratio
Plastic ratio

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

2 mm
5 mm
3 mm
4 mm

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

4.5 mm
5.0 mm
5.5 mm
4.0 mm

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Theory of Structures
The strain energy due to volumetric strain

All of these
Is inversely proportional to Bulk modulus
Is directly proportional to the square of exerted pressure
Is directly proportional to the volume

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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

1
1½
½
2

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

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

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