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Theory of Structures

Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof stress
Proof resilience
Proof load
Stiffness

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Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

2/7
3/7
1/7
4/7

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

2/3
5/8
8/5
3/2

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Theory of Structures
At yield point of a test piece, the material

Regains its original shape on removal of the load
Obeys Hooke’s law
Undergoes plastic deformation
Behaves in an elastic manner

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Straight line
Circle
Parabola
Ellipse

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

b³h/12
bh²/12
bh³/12
b²h/12

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