Welded Flange Plate Connection per AISC 360-16
How does ideCAD design Welded Flange Plate Connections according to AISC 360-16?
Design limit states of welded flange plate connections are calculated automatically according to AISC 360-16.
Welded flange plate moment connections consist of plates welded with CJP groove welds to column flanges and welded to beam flanges.
Design checks are made only according to AISC 360-16 ASD and LRFD methods. There is no control of the earthquake code.
