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Theory of Structures

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

1/4
2
1
1/2

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Depth of the section
Depth of the neutral axis
Maximum tensile stress at the section
Maximum compressive stress at the section

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L/2
l
L
2 L

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

2 : 1½ : 1
1 : 1 : 2
None of these
1 : 1½ : 2

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Theory of Structures
The assumption in the theory of bending of beams is:

All of these
Material is isotropic
Material is homogeneous
Young’s modulus is same in tension as well as in compression

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

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