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Theory of Structures

Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

S
L
2L
L/2

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Poisson’s ratio
Hooke’s ratio
Yield ratio
Plastic ratio

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/8D3n
8D3N/d4n
d4N/4D3n
4D3N/d4n

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/16h
ωl²/8h
ωl²/4h
ωl²/12h

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Theory of Structures
The load on a spring per unit deflection, is called

Proof stress
Proof load
Proof resilience
Stiffness

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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

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

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