Fixed end moment of a propped cantilever due to a concentrated load P at a distance ‘a’ form fixed ends as shown in figure is given by
1
\(\rm \frac{{Pab\left( {L + b} \right)}}{{2{L^2}}}\)
2
\(\rm \frac{{Pab\left( {L + b} \right)}}{{{L^2}}}\)
3
\(\rm \frac{{ - Pab\left( {L + b} \right)}}{{2{L^2}}}\)
4
\(\rm \frac{{ - Pab\left( {L + a} \right)}}{{{L^2}}}\)