Unstiffened Seated Connection Design Report

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

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

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

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Moment Connections Design per AISC 360-16 & AISC 358-16

Related Topics

• Unstiffened Seated Connection Design per AISC 360-16

• Single Plate Connection Design per AISC 360-16

• Single Angle Connection Design per AISC 360-16

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