Consider any section X-X distance x from the bigger end.
Width of section
= a - \(\frac{a-b}L\) x
= a - kx where k = \(\frac{a-b}2\)
Thickness of section = t
Area of section = t(a – kx)
Stress on the section
\(\delta\)x = \(\frac{p}{t(a-kx)}\)
Extension of an elemental length
\(\delta\)x = \(\frac{pdx}{t(a-kx)E}\)
Total extension of the rod