This article presents a method for designing the collar joints of a moment connection between an I section beam and a circular hollow section (CHS) column.
This article presents a method for designing the collar joints of a moment connection between an I section beam and a circular hollow section (CHS) column. The procedure is developed principally for the semi-rigid flange bolted joint (FBJ). However the principles can be applied in general to other types of connections. The design procedure has been taken and slightly modified from (Clifton, 2005).
Kevin Cowie
Become A Member 
Steel Fabricator Certification
Online Connection Guide
