Proposed Backing Bar Detail in Welded Beam-to-Column Connections for Seismic Applications | Journal of Structural Engineering | Vol 148, No 8
AbstractThe use of prequalified welded unreinforced flange-welded web (WUF-W) beam-to-column connections in capacity-designed steel moment-resisting frames necessitates the removal of the weld backing bar at the bottom beam flange-to-column flange…