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Theory of Structures

Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

2
1
½
1½

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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

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

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Theory of Structures
In plastic analysis, the shape factor for rectangular section, is

1.6
1.4
1.7
1.5

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

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

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

2p/a²
p/a²
4p/a²
3p/a²

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Theory of Structures
A body is said to be in equilibrium if

None of these
It moves horizontally
It rotates about its C.G.
It moves vertically

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