Class 1 versus Class 2: the decision that drives the joint
Class 1 studs are solution annealed and left soft. They are the right choice where corrosion performance and ductility matter more than load, and where a heavily loaded joint would be a design error anyway. Class 2 studs are cold worked after annealing to raise strength, and the achievable strength falls as diameter increases because the amount of effective cold work drops in larger sections. That is why Class 2 properties are tabulated in diameter bands up to 1-1/2in. If a flange calculation was done against Class 2 numbers and Class 1 studs arrive on site, the joint is under-designed even though the material certificate says B8M.
