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Theory of Structures

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
Parabola
Straight line
Ellipse

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Theory of Structures
A three hinged arch is generally hinged at its supports and

None of these
At one quarter span
At the crown
Anywhere in the rib

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

4p/a²
3p/a²
p/a²
2p/a²

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Modulus of Elasticity
Shear Modulus
Modulus of Rigidity
Both A. and B.

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Theory of Structures
A body is said to be in equilibrium if

It moves vertically
None of these
It moves horizontally
It rotates about its C.G.

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

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