Propped cantilever ABCD is loaded as shown in figure. If it is of uniform cross-section, the collapse load of the beam will be nearly
1
\(6.5\frac{{{M_p}}}{L}\)
2
\(5.6\frac{{{M_p}}}{L}\)
3
\(4.7\frac{{{M_p}}}{L}\)
4
\(3.8\frac{{{M_p}}}{L}\)
Propped cantilever ABCD is loaded as shown in figure. If it is of uniform cross-section, the collapse load of the beam will be nearly