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THEORY OF STRUCTURES

Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML²/3EI
ML/EI
ML²/2EI
ML/2EI

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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

15
14
11
16

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

2L
L/2
L
S

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

2w w l at the fixed end
3w l at the fixed end
w l) at the fixed end
l) at the fixed end

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