A rectangular bar of width b and height h is being used as a cantilever. The loading is in a plane parallel to the side b. The section modulus is

1
\(\frac{b^2 h}{6}\)
2
\(\frac{b h^3}{12}\)
3
\(\frac{b h^2}{6}\)
4
\(\frac{b h^2}{8}\)

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