| Issue |
MATEC Web of Conferences
Volume 27, 2015
2015 4th International Conference on Engineering and Innovative Materials (ICEIM 2015)
|
|
|---|---|---|
| Article Number | 01008 | |
| Number of page(s) | 4 | |
| Section | Materials science and engineering | |
| DOI | https://doi.org/10.1051/matecconf/20152701008 | |
| Published online | 20 October 2015 | |
Assessment on Ultimate Load of Cold-formed Steel Channel (CFSC) Stub Column
1 Faculty of Civil Engineering, Universiti Teknologi Mara Pahang, Pahang, Malaysia
2 Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor, Malaysia
a Corresponding author: msyahrul210@pahang.uitm.edu.my
b fadhluhartini@gmail.com
c fakri@pahang.uitm.edu.my
d tcsiang@utm.my
Cold-formed steel is used as the non-structural and structural material in civil engineering work and building. Cold-formed steel channel is selected and cut into 100 mm, 200 mm, 300 mm, 400 mm and 500 mm. The slenderness ratio is calculated and noted as a stub or short column because below 40. The column is tested by using Universal Testing Machine to determine the ultimate load of the stub column. Besides, the CFSC is determined the material properties of CFSC for checking it’s the originality of steel based material. The experimental data are tested and compared with the Direct Strength Method (DSM). It showed that the CFSC1 with a height of 100 mm is reported to have a higher value of ultimate load when compared with other samples. When the height of the stub column increased, the ultimate load of the sample is decreased. Then, the CFSC1 also showed a higher in initial stiffness when compared with other samples. All samples are shown having a higher data in ultimate load when compared with the Direct Strength Method prediction. The ultimate load of experimental and DSM all gave a ratio below 1.03. Finally, all samples can further recommend determining the relation between the ultimate loads with variations of height of the column.
© Owned by the authors, published by EDP Sciences, 2015
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