HTCivil
Structural
- Sep 16, 2008
- 16
My question is in regards to AISC 358-05 prequalified Bolted Unstiffened and Stiffened Extended End-Plate Moment Connections.
Fig. 6.1 of that specification shows the Extended end-plate configurations as a beam framing into the flange of a continuous column.
Does the prequalification apply to a column framing into the flange of a continuous beam? Same connection, but the column has a cap plate that is bolted to, say, the bottom flange of a continuous beam.