The height of the frame (I.e.: the web of the beam) is not the sole determining factor for the strength of the frame. The flexural strength of the beam (section modulus) is determined by several factors, depth of the web being only one such factor. I can make a 2-inch webbed beam with a higher section modulus than a 6-inch webbed beam, by easily changing one of several factors which could include thickness, steel strength, shape of the section, cutouts, etc.. The thing is, you could easily by fooled by a manufacturer by looks alone without knowing which one actually has the higher section modulus. And good luck trying to find that little nugget of information.