Step 1: Recall the collapse condition.
For a simply supported beam carrying a central point load,
\[
M_p=\frac{WL}{4},
\]
where
\[
M_p=90\,\mathrm{kN\!-\!m},
\qquad
L=6\,\mathrm{m}.
\]
Step 2: Calculate the collapse load.
\[
W
=
\frac{4M_p}{L}
=
\frac{4\times90}{6}
=
60\,\mathrm{kN}.
\]
Hence,
\[
\boxed{60\,\mathrm{kN}}
\]
is the correct answer.
Therefore,
\[
\boxed{(B)}
\]
is the correct answer.