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A column of length ‘L’is fixed at bottom end and hinged at the other end. This column is restrained from lateral displacement at $${\frac{1}{3}^{rd}} $$height. The buckling load is given by
$$\frac {9\pi^2 EI}{(4L^2)}$$
$$ \frac {4\pi^2 EI}{L^2} $$
$$\frac {4\pi^2 EI}{(9L^2)}$$
$$\frac {\pi^2 EI}{L^2} $$
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