Step 1: The rod hangs under its own weight. The tension is not uniform. Measure a distance \(x\) from the bottom (free end). The part of the rod below \(x\) has weight \(\dfrac{W}{L}x\), which is the tension carried at that section:
\[T(x)=\frac{W}{L}x.\]
Step 2: Consider a small element of length \(dx\) at position \(x\). Its extension is
\[d(\delta)=\frac{T(x)\,dx}{AY}=\frac{W x\,dx}{A Y L}.\]
Step 3: Integrate from the bottom \(x=0\) to the top \(x=L\):
\[\delta=\int_0^L \frac{W x}{A Y L}\,dx=\frac{W}{A Y L}\cdot\frac{L^{2}}{2}.\]
Step 4: Simplify:
\[\delta=\frac{W L}{2 A Y}.\]
\[\boxed{\delta=\dfrac{WL}{2AY}}\]