A fixed beam is loaded as in figure. The fixed end moment at support A is

1
\(\frac{{w{L^2}}}{{30}}\)
2
\(\frac{{w{L^2}}}{{20}}\)
3
\(\frac{{w{L^2}}}{{10}}\)
4
\(\frac{{w{L^2}}}{8}\)
5
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