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Bolted flange plate moment connections are formed by a weld to the column flange and bolted to the beam flange. The connection model is made automatically in accordance with TBDY 2018 Figure 9B.4.
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The Requirements to be Fulfilled
It must be capable of providing 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 as specified in Annex 9B,
For hot-rolled wide flange sections, the details below should be followed.
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