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Theory of Structures

Theory of Structures
A body is said to be in equilibrium if

None of these
It moves horizontally
It moves vertically
It rotates about its C.G.

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L
2L
L
L/2

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

W²L/AE
WL/AE
WL/2AE
W²L/2AE

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

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

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Theory of Structures
In plastic analysis, the shape factor for a circular section, is

1.5
1.7
1.3
1.2

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Compound beams
Determinate beams
Composite beams
Indeterminate beams

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