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Theory of Structures

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

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

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

Method of joints
Method of sections
All of these
Graphical method

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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
2/3
8/5
3/2

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

4.0 mm
5.0 mm
5.5 mm
4.5 mm

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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

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

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Three bars
Two bars
Three bars intersecting at a point
three parallel bars

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