The required strength of the steel connections is determined by structural analysis for the specified design loads, or the requirements of AISC Seismic Provisions Standart.
Connections can be classified into 3 three categories:
The classification according to moment strength is grouped under 3 sections: full strength, partial strength, and hinge.
According to rotational rigidity, it is divided into 3, which are rigid, semi-rigid, and hinged.
According to the rotational capacity, it is classified as highly and moderately ductile.
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