Abstract
In the previous article, a design criterion to prevent the premature rupture of beam-end flange of beam-to-column moment resisting connection, in which beam flanges and web are both welded to the column face, was presented. In this paper, the maximum moment resistance and the plastic rotation capacity of the beam-to-column moment resisting connection, in which beam flanges are welded to column through the continuity plates and web is connected to column face by bolts, are analysed and a criterion to prevent the occurrence of connection rupture until the beam develops its own plastic rotation capacity is presented.
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