Consider a tie rod tr mitting a tensile force F. The corresponding tensile stress is given by \sigma=F / A, where A is the area of the cross section. The deflection of the rod is given by Eq. (4-3), which is \delta=(F l) /(A E), where l is the length of the rod. Using the Ashby charts of Figs. 2-16 and 2-19, explore what ductile materials are best suited for a light, stiff, and strong tie rod. Hint: Consider stiffness and strength separately.
Eq. (4-3),
\delta=\frac{F l}{A E}