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
Other Authors: 57195357156
Format: Article
Published: International Journal of Scientific and Technology Research 2023
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Institution: Universiti Tenaga Nasional