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Theory of Structures

Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/16
1/12
1/10
1/8

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

L
L/2
S
2L

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/3EL
WL3/24EL
WL3/8EL
WL3/48EL

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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

L
2L
L
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
Plastic ratio
Yield ratio
Hooke’s ratio

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

Circle
Parabola
Straight line
Hyperbola

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