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Theory of Structures

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

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

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

L/2
2L
S
L

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = 3h/l² × (1 – x)
y = h/l² × (1 – x )
y = 2h/l² × (1 – x)
y = 4h/l² × (1 – x)

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/8
1/4
1/3
1/2

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Parabola
Hyperbola
Circle
Straight line

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

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