An overhanging beam of uniform EI is loaded as shown below. The deflection at the free end is
1
\(\frac{{W\;{l^3}}}{{81\;EI}}\)
2
\(\frac{{W\;{l^3}}}{{8\;EI}}\)
3
\(\frac{{W\;{l^3}}}{{27\;EI}}\)
4
\(\frac{{2\;W\;{l^3}}}{{27\;EI}}\)
An overhanging beam of uniform EI is loaded as shown below. The deflection at the free end is