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Theory of Structures

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

Hyperbola
Parabola
Straight line
Circle

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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
1
½

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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
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The inner most fibre of the section
The outer most fibre of the section
The neutral fibre of the section
The fibre everywhere

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Theory of Structures
Stress may be defined as

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

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Theory of Structures
In plastic analysis, the shape factor for rectangular section, is

1.4
1.6
1.5
1.7

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