Astrida Puspita Sari, Agus P Rahamadi, Stefanus Adi Kristiawan


Cold-formed steel structure is the most chosen alternative in the world of building construction nowadays, because of its light weight,  fast and easy to construct. This study conducted local buckling study on cold-formed steel channel section to study the critical load of cold-formed steel column when the load centric and eccentric and to indentify the failure mode through numerical and experimental study. The local buckling of cold-formed steel channel section was analyzed analytically using SNI 7971: 2013, numerically using Abaqus and Experimental at centric (COG) and eccentric (ECC) loading. The centric load calculated analytically with the formula SNI 7971: 2013 is 12.37% otherwise eccentic load 31.52% greater than the numerical analysis of the Finite Element Method (FEM) which is verified by the Experimental test. In the case of the channel section eccentric loading, the load carrying capacity decreased by 21% compared to centric loading.


Ananthi et al.(2015). “Experimental, Theoretical dan Numerical Study on Thin Walled Steel Single and Compound Channel Section in Axial Compression”. Indian Journal of Engineering & Material Sciences,India.

Prof. Dundu, Morgan. (2014). Bucklingof Short Cold-formed Lipperd Channel in Compression”. University of Johannesburg, Shouth Africa.

Sandjaya, Arif, Suryanto, Bambang. (2018). Studi Eksperimen Batang Tekan Baja Canai Dingin Diperkaku Sebagian. Jurnal Teknik Sipil, Institut Teknologi Bandung.

Stevens,Denny, Tedianto, Leo S. (2018). “Analisis Pengaruh Panjang Elemen Terhadap Kuat Tekan Baja Ringan Profil Kanal dengan Metode Elemen Hingga”. Jurnal Mitra Teknik Sipil, Universitas Tarumanegara.

Anonim. (2003). AISI Manual Cold-formed Steel Design 2002 Edition. University of Sience and Technology, Missouri.

Anonim. (2013). SNI:7971:2013 Struktur Baja Canai Dingin, Badan Standarisasi Nasional, Jakarta.

Anonim. (2003). North American Specification for the Design of Cold-formed Steel Structure Members, 2001 Edition, with Incorporat of Errata No.1. University of Sience and Technology, Missouri.

Johannes King H.S. (2011). Kajian Stabilitaas (Lokal Buckling) pada Badan Profil IWF Akibat Beban Terpusat dengan Perhitungan Manual dan ANSYS. Tugas Akhir Teknik Sipil Universitas Sumatra Utara.

Chajes, Alexande. (1974). Principles of Sructural Stability Theory, Prentice-Hall, New Jersey

Scafer,B.W, Andany,S. (2005). Understanding and Classifying Local, Distorsional and Global Buckling in Open Thin-walled Members. Annual Conference Structural Stability Research Coucil, Montreal, Canada.

Kalavagunta, Sreedhar et al. (2013). “Experimental Study of Axially Compressed Cold Formed Steel Channel Columns”. Indian Journal of Science and Technonolgy.

Zhao, Wen-bin. (2005). Behaviour and Design of Cold-formed Steel Sections with Hollow Flanges. Thesis of Department of Civil and Structural Engineering, TheUniversity of Sheffield, Sheffield, UK.


  • There are currently no refbacks.