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Theory of Structures

Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Rankine
Von Mises
Guest or Trecas
St. Venant

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Theory of Structures
If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

0.001
0.0025
0.002
0.003

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Theory of Structures
Pick up the incorrect statement from the following: The torsional resistance of a shaft is directly proportional to

Reciprocal of the length of the shaft
Modulus of rigidity
Angle of twist
Moment of inertia of the shaft section

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The inner most fibre of the section
The outer most fibre of the section
The fibre everywhere
The neutral fibre of the section

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

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

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

B²D/6
BD³/6
BD³/12
BD²/6

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