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Theory of Structures

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

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

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Theory of Structures
In case of principal axes of a section

Sum of moment of inertia is zero
None of these
Product of moment of inertia is zero
Difference of moment inertia is zero

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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

Composite beams
Indeterminate beams
Determinate beams
Compound beams

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

Horizontal thrust is wl2/8h
S.F. will be zero throughout
B.M. will be zero throughout
All of these

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Theory of Structures
In the truss, the force in the member AC is

6.25 t compressive
8.75 t tensile
t tensile
t compressive

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

bh²/12
b²h/12
bh³/12
b³h/12

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