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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
B²D/6
BD³/6
BD²/6

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

It is subjected to pure bending
Its mean diameter will decrease
All of these
Its number of coils will increase

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Compound beams
Composite beams
Indeterminate beams
Determinate beams

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

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

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

Circle
Parabola
Hyperbola
Straight line

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

H = 0
V = 0
All of these
M = 0

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