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THEORY OF STRUCTURES

Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Two bars
Three bars intersecting at a point
Three bars
three parallel bars

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

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

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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

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

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/4
1/8
1/2
1/3

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

5.0 mm
5.5 mm
4.5 mm
4.0 mm

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