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The equivalent moment of inertia of the cross section in terms of timber of a flitched beam made up of steel and timber is (modular ratio, \(m = \frac{E_{s}}{E_{t}}\))

  • A.\(I_{t} + \frac{m}{I_{s}}\)
  • B.\(I_{t} + \frac{I_{s}}{m}\)
  • C.\(I_{t} + mIs\)
  • D.\(I_{t} + 2mI_{t}\)

Answer: C

The equivalent moment of inertia is \(I_{t} + mI_{s}\).

In a flitched beam the steel plate is converted into an equivalent area of timber. Since steel is m times stiffer, with \(m = E_{s}/E_{t}\), the steel's width is multiplied by m, and so is its moment of inertia about the common neutral axis:

\[ I_{eq} = I_{t} + m I_{s} \]

Dividing by m (\(I_{s}/m\)) would be right only if the section were expressed in terms of steel. \(m/I_{s}\) has the wrong dimensions, and \(I_{t} + 2mI_{t}\) applies the modular ratio to the timber itself.

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