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Theory of Structures

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

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

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Theory of Structures
For beams breadth is constant,

Depth d 1/M
Depth d 3
Depth d M
Depth d

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

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

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Theory of Structures
Principal planes are subjected to

Normal stresses as well as tangential stresses
Normal stresses only
None of these
Tangential stresses only

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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

4.25 cm
2.75 cm
3.50 cm
3.00 cm

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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
Angle of twist
Length of the shaft

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