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 5 Current »

A sample of the welded web connection (WUF-W moment connection) design report according to AISC 360-16 & AISC 358-16 is given below.

  • Design limit states of welded web connections are calculated automatically according to AISC 360-16 and AISC 358-16.

Next Topic

Joining Plates Design

Related Topics

  • No labels