Experimental study of slip-in haunched gusset plate connection for double lipped cold-formed steel section

Connections on the cold-formed steel (CFS) section become an interesting topic concerning its failure mode that the thin-walled behaviour controls it. CFS weakness is usually caused by early local buckling and local instability. The bolt connections and t he gusset plate are the easy way to install...

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Bibliographic Details
Main Authors: Firdaus, M., Saggaff, A., Tahir, M.M., Ngian, S.P., Aminuddin, K.M., Usman, F., Saloma
Format: Article
Language:English
Published: 2020
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