End plate moment-transmitting connection design is made automatically according to the Design, Calculation and Construction Principles of Steel Structures (ÇYTHYEDY) (GKT and YDKT) and AISC 360-16 (ASD and LRFD) regulations.
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Bolted End Plate Connections
It consists of 3 different types.
The factors determining the behaviour behavior of the connections are beam cross-section reaching to yielding under bending, end plate reaching to yielding under bending, yielding of column panel zone, failure of bolts under tension and rupture bolts under shear.
The controls listed above are applied automatically and detailed explanations and references with parameters used in the computation are given in the report.
The YDKT method must be selected to report these connections used in the design of moment-resisting frame elements carrying earthquake loads together with TBDY 2018 and ÇYTHE 2018.
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The Limit States to be Checked
Force | Connection Element | Reference |
|---|---|---|
Tension | Bolt (Tension) | a |
Tension | Plate (Bending) | b |
Tension | Column Flange (Bending) | c |
Tension | Beam Web (Tension) | d |
Tension | Column Web (Tension) | is |
Tension | Flange - Plate Weld | f |
Tension | Web - Plate Weld | g |
Horizontal Shear | Column Web (Shear) | h |
Compression | Beam Flange (Compression) | j |
Compression | Beam Flange Weld | k |
Compression | Column Web | l |
Vertical Shear | Web - Plate Weld | m |
Vertical Shear | Bolt (Shear) | n |
Vertical Shear | Bolt Bearing | p |
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