wayniac3
Structural
- Jan 13, 2004
- 29
I am looking into designing some beam to column moment connections. The intent is to use HSS sections for the members (beams and columns) of the frames of the lateral force resisting system for the structure. I am not finding much information for this type of connection in the AISC manual or the Hollow Structural Sections Connections Manual. Does anyone have a suggestion for a good reference to use?