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A force \(F\) is applied at an angle \(\theta = 30^{o}\) on an elastic column as shown in the figure. \(E\) and \(I\) are respectively the Young’s modulus and area moment of inertia. The smallest magnitude of \(F\) needed to cause buckling is

A vertical column of length L, pinned at its base and pinned at the top in a vertical roller guide, with force F applied at the top at angle theta to the vertical

  • A.\(\frac{2}{\sqrt{3}}\frac{\pi^{2}EI}{L^{2}}\)
  • B.\(\frac{\sqrt{3}}{2}\frac{\pi^{2}EI}{L^{2}}\)
  • C.\(\frac{\pi^{2}EI}{2L^{2}}\)
  • D.\(\frac{2\pi^{2}EI}{L^{2}}\)

Answer: A

The smallest force is \(\frac{2}{\sqrt{3}}\frac{\pi^{2}EI}{L^{2}}\).

The column is pinned at both ends: the top pin runs in a vertical guide that carries the horizontal component of F. Only the axial component \(F\cos\theta\) compresses the column, and buckling starts when it reaches the Euler load for a pinned-pinned column:

\[ \begin{aligned} F\cos 30^{\circ} &= \frac{\pi^{2}EI}{L^{2}} \\ F &= \frac{2}{\sqrt{3}}\frac{\pi^{2}EI}{L^{2}} \end{aligned} \]

\(\frac{\sqrt{3}}{2}\frac{\pi^{2}EI}{L^{2}}\) multiplies by \(\cos\theta\) instead of dividing. \(\pi^{2}EI/(2L^{2})\) and \(2\pi^{2}EI/L^{2}\) come from other end conditions (fixed-pinned gives about \(2.05\pi^{2}EI/L^{2}\)) and also ignore the inclination.

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