A uniform heavy rod of weight W, cross-sectional area A and length L is hanging from a fixed support. Young modulus of the material of the rod is Y. Neglect the lateral contraction. Find the elongation of the rod.
Consider a small length dx of the rod at a distance x from the fixed end. The part below this small element has length L - x. The tension T of the rod at the element equals the weight of the rod below it.
T=(L−x)WL
Elongation in the element is given by
Elongation = original length x stress/Y
=TdxAY=(L−x)WdxLAY,
The total elongation=∫L0(L−x)WdxLAY
WLAY(Lx−x22)L0=WL2AY