It would but Im looking for some reference how to calculate it if the member is prestressed. I cant find any reasonable reference on how to calculate it for concrete at all.
Hi, Im looking for any reference on how to cope with lateral stability for precast members with or without prestress (but mainly prestressed).
Any code reference would really help but as Im Eurocode based engineer, I would prefer Eurocode applicable solutions.
Ive found some forumla that...
