Yes, I do understand that lower strengths means that thicker sections must be used to withstand the same stresses. Although strength aside the stiffness of a mild steel rocker and a tool steels rocker with the same geometry is going to be the same.
It appears to me that at some point the section size is going to be too small to retain the stiffness required to perform the function. Admittedly geometry can be used to overcome this, but at some point there is no way to reduce weight any further without going to a stiffer material.
It seems that EPD's design is lighter than the aluminium ones and is a highly optimized design, are they that expensive that manufacturing your own is of any benefit?
good luck.
Nick
I love materials science!