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Theory of Structures

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

Straight line
Parabola
Ellipse
Circle

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

1 : 1 : 2
None of these
2 : 1½ : 1
1 : 1½ : 2

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Theory of Structures
In plastic analysis, the shape factor for a circular section, is

1.2
1.3
1.5
1.7

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Theory of Structures
Principal planes are subjected to

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

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Compound beams
Composite beams
Determinate beams
Indeterminate beams

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

L/2
L
2 L
l

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