The material selection influences the design, and the design influences the material selection.
You can make something out of plain 1010 mild steel that could work, or you can make something out of heat-treated 4340 steel that could work.
The devil is in the details though.
btw, "tough" in steel or metallurgy terms generally refers to the material will "yield" (start to permanently deform) waaaay before it finally breaks via fracturing or pulling apart. In this word usage, an opposite of "tough" is "brittle". A fully quenched piece of high(er) carbon steel can be very "strong", but when its final material limit is reached it will shatter (brittle failure). The difference in stress between the yield point and the final failure point is not very great. Your part in that instance is very "strong", but if/when it fails it would be sudden and could be rather catastrophic.
Example: take a piece of plain mild steel and put it in a vise. Pull/push on the steel and it will bend, permanently if you pull/push hard enough. You have exceeded the yield limit of that piece of steel and caused a permanent deformation. Put a hardened piece of steel (maybe a nice hard file could do as an example) in your vise. Pull/push (carefully now) on that hardened piece of steel. You would pull/push much more than you did with the mild steel piece before you get any permanent deformation, but more likely you would just suddenly snap the hardened steel (file). It fractured and didn't bend (permanently) much at all.
second btw,
ALL steel 'flexes' the same amount, up until the yield point That 'flex' is called the "modulus of elasticity". The difference between 'hard' steel and 'soft' steel is that the yield limit for the hard/strong steel can be much higher than the yield limit for the soft steel. For tensile loads, the modulus of elasticity is also called "Young's Modulus", which for steel is 29,000,000 psi (often used to one significant decimal place is 30,000,000 psi). Note that I said for "steel", as the modulus is
independent of specific alloy or hardness and is a metallurgical property of the material itself and not the alloy or heat treatment or 'hardness'.
http://en.wikipedia.org/wiki/Modulus_of_elasticity
Take two pieces of steel, exact same size and shape just different hardness (could even be the same alloy, maybe one fully annealed piece of tool steel and one hardened but not quenched piece of the same tool steel). Load the 'soft' piece, could be bending or torsion or tension loading, just until it starts to permanently deform (load it a little bit and it bends/stretches but comes back to its original size/shape/form/position when you release the load, keep loading it a little bit more until it -just- no longer comes back to its original size/shape/form, congratulations you have just reached the yield limit for that sample. Hopefully you kept good charts/tables/records of what you just did, because now you are going to duplicate the experiment but with the harder/stronger piece of steel. Start the experiment with the hard/strong piece of steel and note that you can get to the same load condition where the softer/weaker sample started to permanently deform (yield), the hard/strong piece of steel still returns back to its original size/shape/form. If you continue the experiment, you will find that you can apply a higher load on the harder/stronger piece of steel and it keeps coming back to its original size/shape/form, but eventually it too will start to permanently deform (yield).
If you chart/graph the load (force, or torque, or whatever load 'type' you applied) versus the deflection of the sample, you will find that
both samples had the
same chart/graph up until the yield limit was reached.
See also
http://en.wikipedia.org/wiki/Strength_of_materials
If you want to make some part 'stronger', you can use a 'stronger' material or a 'stronger' design.
If you want to make a part 'stiffer', you can use a different 'stiffer' material (note that all steel is still steel, as far as the Modulus of Elasticity is concerned, but "steel" is stiffer than "aluminum") or a 'stiffer' design.
We have not even considered fatigue in our design discussion so far, as that is yet another factor in successful machine/mechanism design.
And saying "225 ft-lbs of torque" is not quite enough info to determine a design. It's a start, for sure, but not enough info. Apply 225 ft-lbs of torque to a 1" Grade 8 bolt head and you have not done much at all. Try to apply 225 ft-lbs of torque to a 1/4" bolt and you'll rip the head right off.
:drinkup: