scottmnj
Civil/Environmental
- Nov 23, 2010
- 4
I have a project where the designer specified that A449 studs be welded to a steel member to serve as connection hardware. The studs are 3/4" dia and welded with a 1/4" fillet all around. Studs are failing when hit with a light to moderate blow from a lump hammer. The studs are breaking clean through just above the weld. The studs appear to be crystalized. I think the die may have been cast the minute A449 was specified. Was this an obvious design oversight?