Strength of Materials Columns

The limit of eccentricity of a rectangular column section of width b and depth d subjected to an eccentric load is given by:

1

≤ \(\rm\frac{d}{6}\)

2

≤ \(\rm\frac{d}{4}\)

3

≤ \(\rm\frac{d}{3}\)

4

≤ \(\rm\frac{d}{8}\)

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