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Theory of Structures

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

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

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Theory of Structures
The assumption in the theory of bending of beams is:

Material is isotropic
All of these
Material is homogeneous
Young’s modulus is same in tension as well as in compression

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Theory of Structures
In case of principal axes of a section

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

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

2
1½
½
1

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

1
1.5
3
2

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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
b³h/12
bh³/12
b²h/12

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