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Theory of Structures

Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

11
16
14
15

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

4
2
1
3

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Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

[W (2 + g/f)]/A
[W (1 + f/ G)]/ A
[W (2 + f/G)]/A
(1 – g/f)/A

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/8
WI/2
WI²/4
WI²/12

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Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/2
L/5
L/3
L/4

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

Graphical method
All of these
Method of sections
Method of joints

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