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ورق جانبی
Comparison between "Common Moment Connection" and Moment Connection with Side Plates for Double-I Built-up Columns
To modify the performance of moment connections, we have studied the application of side plate method and method proposed by Specifications.
In connection with side plates there is a gap between beam end and face of column.
Due to this separation the tensile force is not applied directly to the column cover plate and the moment is transferred from beam to the column through the side plates.
Moment connection with side plates is a fully restrained connection and due to separation between beam end and face of column there is no stress concentration in column cover plate.
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