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Theory of Structures

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
1/16
1/8
1/10

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

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

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

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

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At one quarter span
At the crown
Anywhere in the rib
None of these

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

B²D/6
BD³/6
BD²/6
BD³/12

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Shear Modulus
Modulus of Rigidity
Modulus of Elasticity
Both A. and B.

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