The limit of eccentricity for no tensile conditions for a column of circular section of diameter (d) is
A
$$\frac{{\text{d}}}{4}$$
B
$$\frac{{\text{d}}}{8}$$
C
$$\frac{{\text{d}}}{{12}}$$
D
$$\frac{{\text{d}}}{{16}}$$
Correct Answer: $$\frac{{\text{d}}}{8}$$