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.

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Welded Flange Plate Connection Design per AISC 360-16