For a fixed beam loaded as shown below, if the support, B rotates + θB radian anticlockwise, the fixed end moment at ‘B’ is
1
\(- \frac{{{\rm{W}}{{\rm{l}}^2}}}{{12}} + \frac{{2{\rm{EI}}{{\rm{\theta }}_{\rm{B}}}}}{{\rm{l}}}\)
2
\( - \frac{{{\rm{W}}{{\rm{l}}^2}}}{{12}} + \frac{{4{\rm{EI}}{{\rm{\theta }}_{\rm{B}}}}}{{\rm{l}}}\)
3
\( + \frac{{{\rm{W}}{{\rm{l}}^2}}}{{12}} + \frac{{2{\rm{EI}}{{\rm{\theta }}_{\rm{B}}}}}{{\rm{l}}}\)
4
\( + \frac{{{\rm{W}}{{\rm{l}}^2}}}{{12}} + \frac{{4{\rm{EI}}{{\rm{\theta }}_{\rm{B}}}}}{{\rm{l}}}\)