this is a steel frame , top beams sitting on top of column with steel plate cantilever at both sides (one side longer than the other) , so there will be hogging moment at the center support. However, the top steel beam is one whole piece, does the connection between the steel beam and column need to take the moment ? Or the hogging moment will be taken by the steel beam itself ? Connection need not design to take the moment ??
If the connection need to take moment , then which moment value shall I use to design the connection between the steel plate and the steel beam ?