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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
1/8
1/12
1/10

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

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

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

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

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof resilience
Proof stress
Stiffness
Proof load

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

Straight line
Hyperbola
Parabola
Circle

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

b²h/12
bh²/12
b³h/12
bh³/12

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