Beam to beam splice connection with bi-axial moment
Beam to beam splice connection with bi-axial moment
(OP)
I have a beam splice connection I am designing with both major and minor axis bending. I've done quite a few with major axis bending only, but never with the addtion of minor axis bending. Can anyone give me some advice on how to decouple the moment into the bolts? Should I count on the bolts in the shear plate as well? Thank you very much for you help.






RE: Beam to beam splice connection with bi-axial moment
BA
RE: Beam to beam splice connection with bi-axial moment
Juston Fluckey, E.I.
Engineering Consultant