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Theory of Structures

Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

2M/ T
2T/M
M/T
T/M

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

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

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

Von Mises
Rankine
St. Venant
Guest or Trecas

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Theory of Structures
Total strain energy theory for the failure of a material at elastic limit, is known

Guest’s or Trecas’ theory
St. Venant’s theory
Haig’s theory
Rankine’s theory

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

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

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Theory of Structures
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

2h/Wa
Wa/h
2W/ha
Wa/2h

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