Fixed end moments at A and B for the fixed beam shown in the figure, subjected to the indicated uniformly varying load, are respectively
1
\(\frac{{W{l^2}}}{{30}}\;and\frac{{W{l^2}}}{{20}}\)
2
\(\frac{{W{l^2}}}{{20}}\;and\frac{{W{l^2}}}{{30}}\)
3
\(\frac{{W{l^2}}}{{12}}\;and\frac{{W{l^2}}}{8}\)
4
\(\frac{{W{l^2}}}{8}\;and\frac{{W{l^2}}}{{12}}\)