Skip to end of metadata
Go to start of metadata

You are viewing an old version of this page. View the current version.

Compare with Current View Page History

« Previous Version 9 Next »

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.

Basics

  • Design controls are made only according to AISC 360-16 ASD and LRFD methods. There is no control of the earthquake regulation.

Next Topic

Welded Flange Plate Connection Design with AISC 360-16

Related Topics

  • No labels