The fixed end moment for the beam loaded is:
1
\(-\frac{{ W{L^2}}}{{10}}and + \frac{{W{L^2}}}{{20}}\)
2
\(-\frac{{ W{L^2}}}{{30}}and + \frac{{W{L^2}}}{{20}}\)
3
\(+ \frac{{W{L^2}}}{{20}}and - \frac{{W{L^2}}}{{30}}\)
4
\(- \frac{{W{L^2}}}{{15}}and - \frac{{W{L^2}}}{{15}}\)