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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

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

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Theory of Structures
A spring of mean radius 40 mm contains 8 action coils of steel (N = 80000 N/mm²), 4 mm in diameter. The clearance between the coils being 1 mm when unloaded, the minimum compressive load to remove the clearance, is

25 N
30 N
35 N
40 N

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/12
1/8
1/10
1/16

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Parabola
Hyperbola
Straight line
Circle

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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

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

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Theory of Structures
Flat spiral springs

Consist of uniform thin strips
Consist of uniform thin strips
All of these
Are wound by applying a torque

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