For the propped Cantilever beam with Uniformly Variable load (w N/m) as shown in the figure the support reactions are
1
\({R_A} = \frac{{2wL}}{5}\)
2
\({R_B} = \;\frac{{wL}}{{10}}\)
3
\({R_A} = \;\frac{{wL}}{{10}}\)
4
\({R_B} = \;\frac{{2wL}}{5}\)
For the propped Cantilever beam with Uniformly Variable load (w N/m) as shown in the figure the support reactions are