LobstaEata
Structural
- May 23, 2006
- 171
I was wondering if anyone knew if there would be any reason why shear studs couldn't be installed on steel stringers prior to hot dip galvanization. With proper coating procedures being followed, the pickling or dipping process shouldn't be a concern for material embrittlement, since the base metal and shear studs are both Grade 50. However could there be any transportation concerns that would preclude installing shear studs prior to dipping?
Steve
Steve