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Theory of Structures

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
WL3/3EI
WL3/2EI
WL²/3EI

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

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

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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

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

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Theory of Structures
In case of principal axes of a section

Sum of moment of inertia is zero
None of these
Difference of moment inertia is zero
Product of moment of inertia is zero

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

3 mm
2 mm
5 mm
4 mm

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At the crown
At one quarter span
Anywhere in the rib
None of these

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