End Plate Connections with AISC 358-16 are explained in detail under this title.
Bolted Stiffened and Unstiffened End Plate Connections
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Boundary Situations to Check
Effective Force | Connection Element | Reference |
|---|---|---|
Tension | Bolt (Tension) | a |
Tension | Plate (Flexural) | b |
Tension | Column flange (Flexural) | c |
Tension | Beam web (Tensile) | d |
Tension | Column web (Tensile) | is |
Tension | Flange - Plate welding | f |
Tension | Web-Plate welding | g |
Horizontal Shear | Column web (Shear) | h |
Compression | Beam flange (Compression) | j |
Compression | Beam flange welding | to |
Compression | Column web | l |
Vertical Shear | Web - Plate welding | m |
Vertical Shear | Bolt (Shear) | n |
Vertical Shear | Bolt (Bearing) | p |
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| Child pages (Children Display) |
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