Good day. I'm designing a reinforcement for the existing open web steel joists and I'm wondering if there is such a requirement as the minimum weld length for the flare-bevel groove weld? I've always used 1.5" minimum and there is such a requirement for the fillet type weld but there is nothing for flare-bevel. I looked into AWS D1.1 and CSA codes and couldn't find anything about it. Thanks