Well in Eurocode (EN1993-1-8 chapter 6.3) there is a formula to calculate the rotational stiffness of a connection. They also give an upper value for a connection to be nominally pinned and a lower value for a connection to be rigid.
Now I have found those boundaries in AISC specification for...
Hi all,
I'm exploring the steel construction manual 13th edition. But I'm unable to find how I should calculate the rotational stiffness of a connection. Please enlighten me.
Thanks