A steel beam is subjected to a bending moment of \(60\,\mathrm{kN\!-\!m}\). If the allowable bending stress is \(150\,\mathrm{MPa}\), the required section modulus is
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For bending,
\[
\boxed{
Z=\frac{M}{\sigma_b}.
}
\]
Always convert the bending moment into \(\mathrm{N\,mm}\).