soc11
Structural
- Aug 3, 2003
- 2
I wish to design using SS316 for a structural application and am after information on the Yield stress of SS316. I realise that annealed rod has fsy approximately 200 MPa but I am looking for an fsy > 500 MPa.
Does Cold working or Hot rolling the rod achieve this stress?
Also can SS316 bolts be sourced in structural grades with fsy > 500MPa ?
Does Cold working or Hot rolling the rod achieve this stress?
Also can SS316 bolts be sourced in structural grades with fsy > 500MPa ?