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Designed to resist rotation.
Often uses flange plates, end plates, or welded / flange-bolted connections.
Examples: Welded flange plates, bolted extended end plate connections.
Moment Connection Beam-to-column Key Characteristics:
Moment Connection Beam-to-column Design Considerations:
Must ensure adequate strength and stiffness.
Check for ductility, especially in seismic regions.
Shear Connection:
Purpose: Transfers only shear forces; allows rotation (flexible connection).
Typical Use: Beam-to-beam or beam-to-column connections in simple construction.
Shear Connection Beam-to-beam Key Characteristics:
Easier and less expensive than moment connections.
Usually made with shear tabs, single or double angles, or end plates.










