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Theory of Structures

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

BD³/12
BD³/6
BD²/6
B²D/6

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Theory of Structures
The stiffness of the close coil helical spring is

8D3N/d4n
d4N/4D3n
d4N/8D3n
4D3N/d4n

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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
Anywhere in the rib
At the crown

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

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

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Theory of Structures
Stress may be expressed in Newtons

None of these
Per millimetre square (N/mm²)
Per metre square (N/m2)
Per centimetre square (N/cm²)

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/8h
ωl²/4h
ωl²/12h
ωl²/16h

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