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Theory of Structures

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

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

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Theory of Structures
At yield point of a test piece, the material

Behaves in an elastic manner
Regains its original shape on removal of the load
Undergoes plastic deformation
Obeys Hooke’s law

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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
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

H = 0
V = 0
M = 0
All of these

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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

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

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

2
1/2
1
1/4

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