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Theory of Structures

Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L
L/2
2 L
l

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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
The locus of reaction of a two hinged semi-circular arch, is

Parabola
Hyperbola
Straight line
Circle

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

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

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Theory of Structures
A steel bar 5 m × 50 mm is loaded with 250,000 N. If the modulus of elasticity of the material is 0.2 MN/mm² and Poisson’s ratio is 0.25, the change in the volume of the bar is:

4.125 cm²
2.125 cm³
3.125 cm³
1.125 cm³

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

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

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