Consider a small section of length δx, at a distance x from the free end. The deformation δ\(\Delta\)is given by
δ\(\Delta\) = \(\frac{W_s}A.\frac{\delta x}E\)
where Ws = weight of portion below the section = A.x.\(\lambda\)
\(\therefore\) Total deformation of the rod
Maximum stress induced in the strip