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Theory of Structures

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

L/2
2 L
L
l

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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
3
4
2

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

2
½
1½
1

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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
Composite beams
Indeterminate beams
Determinate beams

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Theory of Structures
For the close coil helical spring of the maximum deflection is

4W²D3n/d4N
8WD3n/d4N
WD3n/d4N
2WD3n/d4N

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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

16
11
14
15

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