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Theory of Structures

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

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

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Theory of Structures
Stress may be defined as

Force per unit volume
None of these
Force per unit length
Force per unit area

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

bh³/12
b³h/12
bh²/12
b²h/12

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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

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

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²/27
wa/27
w²a
wa²

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

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

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