Hi,
I am using STAAD.Pro v8i (select series 5). I would like to know more about how to interpret the "Deflection" tab in the member query dialog box (the box that comes out when you double click on a member using the member select tool). Specifically, I would like to know:
If there is a manual/guide on how to interpret these deflection/displacement result, please let me know. Thanks!
There is quite a bit of information on this FAQ about local deflection that you should check first.
communities.bentley.com/.../10724.american-steel-code-aisc-faq.aspx
If you still don;t find what you are looking for between that the program help let me know.