Step 1: Use the bending equation.
The required section modulus is
\[
Z=\frac{M}{\sigma_b},
\]
where
\[
M=60\,\mathrm{kN\!-\!m}
=60\times10^6\,\mathrm{N\,mm},
\]
and
\[
\sigma_b=150\,\mathrm{N/mm^2}.
\]
Step 2: Calculate the section modulus.
\[
Z
=
\frac{60\times10^6}{150}
=
4\times10^5\,\mathrm{mm^3}.
\]
Hence,
\[
\boxed{4\times10^5\,\mathrm{mm^3}}
\]
is the correct answer.
Therefore,
\[
\boxed{(C)}
\]
is the correct answer.