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Theory of Structures

Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.505
0.404
0.303
0.707

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

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

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Theory of Structures
At yield point of a test piece, the material

Undergoes plastic deformation
Behaves in an elastic manner
Obeys Hooke’s law
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

1
2
3
4

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At one quarter span
At the crown
None of these
Anywhere in the rib

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD² + mbd²)/6D]
BD² + mbd²)/4D]
BD² + mbd³)/4D]
BD³ + mbd³)/6D]

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