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

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Tip

  • 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 & AISC 358-16

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