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Theory of Structures

Theory of Structures
For beams breadth is constant,

Depth d M
Depth d 3
Depth d
Depth d 1/M

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Theory of Structures
A simply supported beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is

0.407
0.307
0.508
0.207

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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

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

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of joints
All of these
Graphical method
Method of sections

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/24EL
WL3/48EL
WL3/8EL
WL3/3EL

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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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