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Theory of Structures

Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

/16
3 /16
2 /15
3 /8

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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
Composite beams
Determinate beams

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

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

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

2F/3A
F/2A
3F/2A
F/A

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Theory of Structures
In case of principal axes of a section

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

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD² + mbd²)/4D]
BD² + mbd³)/4D]
BD² + mbd²)/6D]
BD³ + mbd³)/6D]

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