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Theory of Structures

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

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

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Theory of Structures
A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be

3/2
5/8
2/3
8/5

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Modulus of Elasticity
Modulus of Rigidity
Shear Modulus
Both A. and B.

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Parabola
Straight line
Ellipse
Circle

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

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

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The inner most fibre of the section
The outer most fibre of the section
The neutral fibre of the section
The fibre everywhere

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