A fixed beam AB of span L is subjected to a clockwise moment at a distance 'a' from end A. Fixed end moment at end A will be-

1
\(\frac{M}{{{L^2}}}\left( {L - a} \right)\)
2
\(\frac{M}{{2{L^2}}}\left( {L - a} \right)\)
3
\(\frac{M}{{{3L^2}}}\left( {L - 3a} \right)\)
4
\(\frac{M}{{{L^2}}}\left( {L - a} \right)\left( {L - 3a} \right)\)

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