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Theory of Structures

Theory of Structures
The shape factor of standard rolled beam section varies from

1.10 to 1.20
1.30 to 1.40
1.20 to 1.30
1.40 to 1.50

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Theory of Structures
In case of principal axes of a section

Sum of moment of inertia is zero
Product of moment of inertia is zero
Difference of moment inertia is zero
None of these

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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

Indeterminate beams
Compound beams
Determinate beams
Composite beams

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

B²D/6
BD³/12
BD²/6
BD³/6

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.404
0.505
0.303
0.707

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Theory of Structures
The load on a spring per unit deflection, is called

Proof stress
Proof load
Proof resilience
Stiffness

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