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Theory of Structures

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

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

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Theory of Structures
The point of contraflexure is the point where

M. is maximum
M. is minimum
M. changes sign
S.F. is zero

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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
4.0 mm
5.0 mm

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Ellipse
Parabola
Straight line
Circle

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L
2L
L
L/2

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Theory of Structures
In case of principal axes of a section

None of these
Product of moment of inertia is zero
Difference of moment inertia is zero
Sum of moment of inertia is zero

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