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Theory of Structures

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/3
L/5
L/4
L/2

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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

4.25 cm
2.75 cm
3.00 cm
3.50 cm

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

2
1/2
1
1/4

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Theory of Structures
The strain energy due to volumetric strain

Is directly proportional to the volume
Is directly proportional to the square of exerted pressure
All of these
Is inversely proportional to Bulk modulus

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

Graphical method
Method of sections
Method of joints
All of these

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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:

5.5 mm
5.0 mm
4.5 mm
4.0 mm

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