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There are different components of steel structure like column, beam, etc., to connect them connections are required.
To resist the moment, the moment resistance connection is needed. The main focus of this study is to investigate the
design of split beam and clip angle connection, which one seems to be more effective according to their cost. This
study presents a design methodology that can be applied to connect beam to secondary beam and column to beam.
From this we can select the suitable section, which provides more moment resisting capacity, safety and most
economical connection with sustainability.