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Theory of Structures

Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

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

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

Straight line
Hyperbola
Parabola
Circle

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Neither A nor B
Maximum bending stress = 32M/πd³
Maximum shear stress = 16 T/πd³
Both A and B

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

Circle
Parabola
Ellipse
Straight line

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Theory of Structures
If E, N, K and 1/m are modulus of elasticity, modulus of rigidity. Bulk modulus and Poisson ratio of the material, the following relationship holds good

E = 3K (1 – 2/m)
All of these
E = 2N (1 + 1/m)
(3/2)K (1 – 2/m) = N (1 + 1/m)

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Theory of Structures
Stress may be defined as

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

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MORE MCQ ON Theory of Structures

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