Posted by Arun Janardhanalmost 8 years ago
For displacement based seismic design, what strain limit do you use to define yielding in structural steel?
I would like to know what strain limits (especially for yielding), are used for structural steel to obtain limit state displacements.
1 Reply
Posted by Vipul Chouhanalmost 8 years ago
Thank you for posting your query.
A structural engineer or professor might be better versed in this topic and can answer this better.