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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

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

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Theory of Structures
A steel bar 5 m × 50 mm is loaded with 250,000 N. If the modulus of elasticity of the material is 0.2 MN/mm² and Poisson’s ratio is 0.25, the change in the volume of the bar is:

3.125 cm³
1.125 cm³
2.125 cm³
4.125 cm²

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

1.5
1.7
1.2
1.3

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Theory of Structures
The strain energy due to volumetric strain

All of these
Is directly proportional to the volume
Is directly proportional to the square of exerted pressure
Is inversely proportional to Bulk modulus

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Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = F – S
Q = S – F
Q = S × F
Q = S + F

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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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