Welded Web Connection (WUF-W Moment Connection) Design Report

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

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

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Joining Plates Design per AISC 360-16

Related Topics

• Welded Web Moment (WUF-W) Connection Design per AISC 358-16 & AISC 360-16

• End Plate Connections per AISC 358-16 & AISC 360-16

• Bolted Flange Plate Connections per AISC 358-16 & AISC 360-16

• Welded Web Connection (WUF-W Moment Connection) per AISC 358-16 & AISC 360-16

• Splice Connection per AISC 360-16