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Theory of Structures

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

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

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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
ωl²/12h
ωl²/4h

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

S.F. will be zero throughout
Horizontal thrust is wl2/8h
B.M. will be zero throughout
All of these

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

It does not regain its original shape at all
None of these
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 ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

4
1
3
2

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

1 : 1 : 2
2 : 1½ : 1
None of these
1 : 1½ : 2

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