A short column of the symmetric cross-section is subjected to an eccentric vertical compressive load P at an eccentricity ā€˜e’.

To avoid tensile stress in the short column, the eccentricity ā€˜e’ should be

1
\(e \le \frac{h}{6}\)
2
\(e \ge \frac{h}{6}\)
3
\(e \le \frac{h}{3}\)
4
\(e \ge \frac{h}{3}\)

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