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For the case of a slender column oflength Land flexural rigidity EI built in at its base and free at the top, the Eulers critical buckling load is
$$\frac{4 \pi^2 EI}{L^2}$$
$$\frac{2 \pi^2 EI}{L^2}$$
$$\frac{\pi^2 EI}{L^2}$$
$$\frac{\pi^2 EI}{4L^2}$$
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