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Theory of Structures

Theory of Structures
Gradually applied static loads do not change with time their

Point of application
Direction
All of these
Magnitude

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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
4.5 mm
5.5 mm

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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

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

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Theory of Structures
For beams breadth is constant,

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

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Theory of Structures
A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be,

15 M
13 M
14 M
16 m

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Theory of Structures
Principal planes are subjected to

Normal stresses only
Normal stresses as well as tangential stresses
Tangential stresses only
None of these

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