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Theory of Structures

Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.25
1
1.5
2.5

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

15
14
11
16

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Plastic ratio
Yield ratio
Hooke’s ratio
Poisson’s ratio

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Theory of Structures
Principal planes are subjected to

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

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Parabola
Circle
Straight line
Ellipse

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

30°
90°
45°
60°

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