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Theory of Structures

Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

4/7
2/3
3/2
4/3

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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
Straight line
Parabola
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

90°
60°
45°
30°

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

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

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Theory of Structures
Maximum principal stress theory for the failure of a material at elastic point, is known

St. Venant's theory
Von Mises' theory
Guest's or Trecas' theory
Rankine's theory

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Radius of the shaft
Angle of twist
Length of the shaft
Modulus of rigidity

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