The axial component of the load causes buckling. The load \(F\) is applied at an angle \(30^\circ\), so its axial component is:
\[
F_{\text{axial}} = F \cos 30^\circ = \frac{\sqrt{3}}{2} F
\]
For a pinned–pinned column of length \(L\), the Euler buckling load is:
\[
P_{\text{cr}} = \frac{\pi^2 EI}{L^2}
\]
At the onset of buckling, the axial component equals the critical load:
\[
\frac{\sqrt{3}}{2}F = \frac{\pi^2 EI}{L^2}
\]
Solving for \(F\):
\[
F = \frac{2}{\sqrt{3}} \cdot \frac{\pi^2 EI}{L^2}
\]
Thus, the minimum force required is:
\[
\boxed{\frac{2\pi^2 EI}{\sqrt{3}\,L^2}}
\]