The deflection ( yc) of a cantilever beam carrying point load “W’ at its free end is given by: (Where, I = length of the beam, W = point load, EI = constant)
1
\(\rm y_c=\frac{WI^3}{3EI}\)
2
\(\rm y_c=\frac{WI^3}{2EI}\)
3
\(\rm y_c=\frac{WI^2}{2EI}\)
4
\(\rm y_c=\frac{WI^2}{3EI}\)