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Theory of Structures

Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/4
WI/2
WI²/8
WI²/12

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

2L
L
L/2
L

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Theory of Structures
A material is said to be perfectly elastic if

It does not regain its original shape at all
It regains its original shape partially on removal of the load
It regains its original shape on removal of the load
None of these

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

All of these
Steel experiences tensile force
Composite beam gets subjected to a couple
Brass experiences compressive force

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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

Indeterminate beams
Compound beams
Composite beams
Determinate beams

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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:

2.125 cm³
1.125 cm³
3.125 cm³
4.125 cm²

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