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Theory of Structures

Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

3/2
2/3
4/7
4/3

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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

Determinate beams
Indeterminate beams
Compound beams
Composite beams

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

2L
S
L
L/2

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

11
14
16
15

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Theory of Structures
Stress may be expressed in Newtons

Per metre square (N/m2)
None of these
Per millimetre square (N/mm²)
Per centimetre square (N/cm²)

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

1.7
1.5
1.3
1.2

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