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Theory of Structures

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

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

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Theory of Structures
The point of contraflexure is the point where

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

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Theory of Structures
At yield point of a test piece, the material

Obeys Hooke’s law
Behaves in an elastic manner
Regains its original shape on removal of the load
Undergoes plastic deformation

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/3
1/2
1/4
1/8

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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

Circle
Parabola
Straight line
Ellipse

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

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

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MORE MCQ ON Theory of Structures

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