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Theory of Structures

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
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
0.508
0.207
0.307

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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

3
1
4
2

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Theory of Structures
The assumption in the theory of bending of beams is:

All of these
Young’s modulus is same in tension as well as in compression
Material is isotropic
Material is homogeneous

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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

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

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

All of these
Point of application
Magnitude
Direction

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