Hi
I need to design a Beam to Girder connection with bolted flange plate connection. ( Beam is continuous through Girder ) , Is this option available in RAM connection
Thx for the reply.. If the beam is continuous on the other side of the girder Do I need to run the connection separately for both sides??
Yes
Thx For the Reply... I'm designing a W beam moment connection with HSS column, Beam is W 24 and HSS is 16" tube. The HSS tube wall thickness is in sufficient to carry Beam flange forces.. I'm planning to add a haunch below the beam to reduce beam flange forces. IS there anyway to add ( or to increase the beam depth ) haunch in RAM connection??