Conditions to meetfor Welded Flange Plate moment-transmitting connections are checked as specified in DBYBHY 2007 Annex 4A. This type of connection is not included in TBDY 2018.
The Requirements to be Fulfilled
It must be capable of providing a the relative storey drift angle of at least 0.02 radians for limited ductility level and at least 0.04 radians for high ductility level .
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as specified in Annex 9B,
General Principles
The head flange plate welded joint connection is described in Annex 4A of DBYBHY 2007 , together with its geometry and additional requirements it that must meetbe fulfilled. However, this combination connection is not included in TBDY 2018.
Due to the situation mentioned above situation, the geometry of this combination connection is created automatically as described in DBYBHY 2007. However, design controls checks are made only according to ÇYTE 2018 GKT and YDKT methods. There is no control of the are no checks performed based on earthquake regulation.
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