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I just got back from the lab wit the results for my box tubing procedure. I was told that all of our box tubing was made from ASTM A500 gr.-B, which has a min tensile of 58ksi in the D1.1 code. My results where well below the min requirements of A500 gr.-B which leads me to believe I tested with a different material. I'm trying to do some research on ASTM A513 and it is looking like it's tensile can vary anywhere from 30ksi to 80ksi. Does this sound correct?
I welded a 3"X2"X.31" and a 4"x3"X.31" box tube. Tensiles for the smaller tube where 56,000 and 60,000psi ruffly, welded with an ER80S-D2 mig wire. One specimen went above the min A500 gr.-b requirements. Hmmm The larger 4x3" tube tensiles were 47,000 and 48,000psi ruffly, welded with the same wire and procedure. All specimens broke in ductile base material. I'm digging for mill certs for the past couple years to kinda see what kind of tube we are actually getting in here. I did some hardness tests at the end of the specimens and next to the weld and they were always real close. Sometimes it was actually harder next to the weld then it was at the end of the specimen, but not by much. Like I said they were always pretty close. Thanks for any info you guys can help me with.
Thanks, Ray C .