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Theory of Structures

Theory of Structures
The stiffness of the close coil helical spring is

8D3N/d4n
d4N/8D3n
4D3N/d4n
d4N/4D3n

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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
1 : 1½ : 2
None of these

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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
For beams of uniform strength, if depth is constant,

Width b M
Width b 3 M
Width b M 2
Width b 1/M

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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

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

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

Straight line
Hyperbola
Circle
Parabola

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