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Theory of Structures

Theory of Structures
The shape factor of standard rolled beam section varies from

1.10 to 1.20
1.40 to 1.50
1.30 to 1.40
1.20 to 1.30

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Theory of Structures
Principal planes are subjected to

Tangential stresses only
None of these
Normal stresses as well as tangential stresses
Normal stresses only

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

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

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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

ωl²/12h
ωl²/16h
ωl²/4h
ωl²/8h

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

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

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

5/8
8/5
3/2
2/3

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