Hey Everyone,
I have what seems to be a fairly simple question. If I have martensitic precipitation-hardening stainless steel bolts, which ASME subsection NF-3324.6 tension allowable should I use (it gives one allowable for austenitic and one allowable for ferritic)???
I have what seems to be a fairly simple question. If I have martensitic precipitation-hardening stainless steel bolts, which ASME subsection NF-3324.6 tension allowable should I use (it gives one allowable for austenitic and one allowable for ferritic)???