I will point out, for those of you who are interested:
In a beam, when the width doubles, the resistance to deformation doubles. (duh)
In a beam, when the thickness doubles, the resistance to deformation increases by a factor of eight. (Wow)
In simple terms, when you bend something, the outside of the bend stretches, the inside is in compression, and somewhere around the middle is a neutral plane where the material is not in compression or tension and is contributing almost nothing to the structure. This is why a hollow axle is almost as stiff as a solid axle (and has much better strength to weight ratio as a result). So, to put in layman's terms, the more stuff you have, the farther away from that neutral axis (the greater your moment of inertia) the stiffer your beam will be.
So, given two tubes of the same material and weight and length, but different wall thickness and diameter, the 2" diameter thin wall tube will be stiffer and stronger than the 1" diameter thick wall tube, because the thin wall tube is a larger diameter and has a greater sectional modulus. Same amount of material, just in a different shape. This works great until you get to buckling failures.
Making something hollow does not make it stiffer, it increases its strength to weight ratio, but the solid (of the same OD) is still stiffer and stronger.
Cutting flutes into a rifle barrel does not make it stiffer. But two barrels of the same weight, one regular, the other a fat bull barrel with weight reducing flutes, the fat one will be stiffer.
A thin full tang will be strong in one direction and weak in the other. A thicker, but narrower stick tang would be stronger than a thin full tang in one direction, and weaker in the other. So which is stronger would be a function of the dimensions of the tangs and the direction of the loads.
I hope this made sense.