Hint: Aluminum vs. Steel Material Properties

I’d use the steel just because it has a higher Young’s modulus, and probably use an I-beam cross section. Right?

I think you’re pretty much right.

Deflection is a function of the applied load, the cantilever distance, the modulus of elasticity and the moment of inertia. The first two are not within our control, so it just comes down to the modulus of elasticity and the moment of inertia.

The optimization of the moment of inertia is not unique to any material because we have the same amount of mass for each. So whatever design has the most amount of mass away from the bending axis (I beam is a good candidate) will suffice.

Basically it comes down to the modulus of elasticity. Aluminum’s is 69 GPa, whereas steel’s is 180 GPa. So I’d pick steel.

I think steel is the wrong choice here. It is true that the moment inertia is not unique to any material. However, because the density of steel and aluminum are different (steel is roughly 3 times denser than aluminum) and because both beams are 1m in length and weigh 5 kg, the cross sectional area of the steel beam must be 3 times smaller than that of the aluminum beam.

Going back to the deflection equation, we still are left with the bending stiffness (EI) as the factors we can choose between. The elastic modulus of steel is roughly 3 times greater than that of aluminum. So now, the question is can we come up with a cross sectional area that is 3 times greater in area but **more than** 3 times the moment of inertia?

The answer is clearly yes. We can look at a steel rectangular cross section with width x and height y. The aluminum cross section can have width x and height 3y (because of differing densities). Because the moment of inertia increases with the cube of the height, the moment of inertia for the aluminum cross section is 27 times greater than the steel one. This principle would also apply for an I beam.

In short, the specific stiffness (sqrt(E/rho)) of aluminum and steel are roughly the same. Because the mass and the length of the beams are the same, the cross sectional area is different, and we can design a much better cross section with more area.