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Theory of Structures

Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

3F/2A
F/A
2F/3A
F/2A

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

Guest or Trecas
Von Mises
Rankine
St. Venant

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Graphical method
All of these
Method of joints
Method of sections

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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

0.0025
0.001
0.003
0.002

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²/27
wa²
w²a
wa/27

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Theory of Structures
A material is said to be perfectly elastic if

It does not regain its original shape at all
It regains its original shape partially on removal of the load
None of these
It regains its original shape on removal of the load

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