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Conditions to meet
It must be capable of providing a relative storey drift angle of at least 0.02 radians for limited ductility level and at least 0.04 radians for high ductility level.
Basics
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The head plate welded joint is described in Annex 4A of DBYBHY 2007 , together with its geometry and additional requirements it must meet. However , this combination is not included in TBDY 2018 .
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How does ideCAD design Welded Flange Plate Connections according to AISC 360-16?
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Welded flange plate moment connections consist of plates welded with CJP groove welds to column flanges and welded to beam flanges.
Design checks are made only according to AISC 360-16 ASD and LRFD methods. There is no control of the earthquake
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code.
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