Hello all,
i have a requirement of joining 2 sections by giving welded splice connection.
I had proposed attached splice design.
But, now due to site requirement, i have to remove top flange splice. So, how can I go about this design. If i remove top splice, some member as to be there to take...
Hello all,
what are the different arrangements to provide splicing to beam? It's required to remove top flange splice as the top flange is supporting a deck. So can anyone suggest me how can i provide splice at top to take the tension coming there due to moment?
Thank You