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Theory of Structures

Theory of Structures
The point of contraflexure is the point where

M. changes sign
M. is minimum
M. is maximum
S.F. is zero

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Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL²/2EI
WL3/2EI
WL3/3EI
WL²/3EI

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Theory of Structures
A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be

5/8
3/2
2/3
8/5

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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
4.125 cm²
3.125 cm³
1.125 cm³

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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

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

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1
1/4
2
1/2

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