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 A sample of unstiffened seated connection design report is given below.

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Tip

  • Unstiffened seated connection limit states and geometry checks are done automatically according to AISC 360-16.

Tip

  • The block shear limit state is checked automatically according to AISC 360-16.

Tip

  • Limit states of single plate web yielding, web crippling and weld strength are checked automatically.

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Moment Connections Design

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