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Theory of Structures

Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.25
2.5
1
1.5

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Theory of Structures
Pick up the incorrect statement from the following: The torsional resistance of a shaft is directly proportional to

Reciprocal of the length of the shaft
Angle of twist
Moment of inertia of the shaft section
Modulus of rigidity

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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

Ellipse
Circle
Straight line
Parabola

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

F/A
3F/2A
2F/3A
F/2A

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Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

2/7
3/7
4/7
1/7

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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
8/5
5/8
2/3

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