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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
1.5
2.5
1

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD² + mbd²)/4D]
BD³ + mbd³)/6D]
BD² + mbd²)/6D]
BD² + mbd³)/4D]

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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

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

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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

WI²/4
WI/2
WI²/8
WI²/12

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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
Ellipse
Straight line
Circle

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Theory of Structures
Principal planes are subjected to

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

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