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A short column of external diameter D and internal diameter d, is subjected to a load W, with an eccentricity e, causing zero stress at an extremefiber. Then the value of ‘e’ must be
$$\frac{D^2 + d^2}{8 \pi D}$$
$$\frac{D^2 + d^2}{8D}$$
$$\frac{D^2 - d^2}{8D}$$
$$\frac{D^3 - d^3}{8D^2}$$
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