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Theory of Structures

Theory of Structures
A body is said to be in equilibrium if

It moves vertically
It rotates about its C.G.
None of these
It moves horizontally

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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:

4.5 mm
5.5 mm
5.0 mm
4.0 mm

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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
1/4
1

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

50/EIc
200/EIc
100/EIc
150/EIc

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

2 L
l
L/2
L

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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

0.307
0.508
0.207
0.407

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