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Thanks JAE. I will go through AISC section 8.1.

yield is 180 to 200 KSI

Actuallt it was in a linear bearing. You can asuume a 15" long tube left end locked with rigid clamps for 2" and a linear ball bearing in a ridid housing for 1.5". The distance between clamps and bearing is 1.5" so that the remaing overhang length is 10". Load applied at the right side extreem end.

Both are Outside Diameters.

I have a cantilevered ANSI 4130 steel tube 1.0” dia X .095” thk, with 10” overhang. I applied load and it failed at 1350 lbs. The failure is localized buckling not pure bending. I did the same test on .75” dia X .250” thk 4130 steel tube with same 10" long. It sustained up to 1800 lbs and the...