Behaviour of C-section cold-formed steel with multiple opening
This paper represented a research on the structural behaviour of cold-formed steel columns affected by local-distortional interaction. Cold-formed steel structural have been widely used in the construction industry and have emerged as a preferred solution for single-storey commercial and industrial...
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| Format: | Undergraduates Project Papers |
| Language: | English |
| Published: |
2019
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| Online Access: | http://umpir.ump.edu.my/id/eprint/29882/ http://umpir.ump.edu.my/id/eprint/29882/1/34.Behaviour%20of%20C-section%20cold-formed%20steel%20with%20multiple%20opening.pdf |
| _version_ | 1848823386131660800 |
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| author | Siti Masyithah, Zainol |
| author_facet | Siti Masyithah, Zainol |
| author_sort | Siti Masyithah, Zainol |
| building | UMP Institutional Repository |
| collection | Online Access |
| description | This paper represented a research on the structural behaviour of cold-formed steel columns affected by local-distortional interaction. Cold-formed steel structural have been widely used in the construction industry and have emerged as a preferred solution for single-storey commercial and industrial building. Commonly, cold-formed steel was manufactured with holes to accommodate plumbing, electrical, and heating conduit in the walls and ceilings of the buildings. This research will be concentrated on the effect of the perforation on the C-section cold-formed steel column. The method used for this experiment was compression test which are the column specimens were compressed between bearing plate with fixed ends. Two series of single C-section cold formed steel column will be used in this experiment with different depth which is 103 mm and 203 mm respectively. There are five numbers of specimens for each series. Each member has nominal thickness of 1.2 mm and the column length of 600 mm. The displacement of the specimen during testing was read by the transducer. The result of this experiment shows the ultimate load of each specimen varies with the position of the perforation and the depth. The graph of load-displacement will studied the movement of the flange during the compression test. The buckling behaviour can be seen along the experiment which is the distortional and local buckling will occur on the specimens. Most of the specimen will failed at the hole. |
| first_indexed | 2025-11-15T02:56:18Z |
| format | Undergraduates Project Papers |
| id | ump-29882 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T02:56:18Z |
| publishDate | 2019 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-298822023-05-18T04:53:59Z http://umpir.ump.edu.my/id/eprint/29882/ Behaviour of C-section cold-formed steel with multiple opening Siti Masyithah, Zainol TA Engineering (General). Civil engineering (General) This paper represented a research on the structural behaviour of cold-formed steel columns affected by local-distortional interaction. Cold-formed steel structural have been widely used in the construction industry and have emerged as a preferred solution for single-storey commercial and industrial building. Commonly, cold-formed steel was manufactured with holes to accommodate plumbing, electrical, and heating conduit in the walls and ceilings of the buildings. This research will be concentrated on the effect of the perforation on the C-section cold-formed steel column. The method used for this experiment was compression test which are the column specimens were compressed between bearing plate with fixed ends. Two series of single C-section cold formed steel column will be used in this experiment with different depth which is 103 mm and 203 mm respectively. There are five numbers of specimens for each series. Each member has nominal thickness of 1.2 mm and the column length of 600 mm. The displacement of the specimen during testing was read by the transducer. The result of this experiment shows the ultimate load of each specimen varies with the position of the perforation and the depth. The graph of load-displacement will studied the movement of the flange during the compression test. The buckling behaviour can be seen along the experiment which is the distortional and local buckling will occur on the specimens. Most of the specimen will failed at the hole. 2019-05 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/29882/1/34.Behaviour%20of%20C-section%20cold-formed%20steel%20with%20multiple%20opening.pdf Siti Masyithah, Zainol (2019) Behaviour of C-section cold-formed steel with multiple opening. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. |
| spellingShingle | TA Engineering (General). Civil engineering (General) Siti Masyithah, Zainol Behaviour of C-section cold-formed steel with multiple opening |
| title | Behaviour of C-section cold-formed steel with multiple opening |
| title_full | Behaviour of C-section cold-formed steel with multiple opening |
| title_fullStr | Behaviour of C-section cold-formed steel with multiple opening |
| title_full_unstemmed | Behaviour of C-section cold-formed steel with multiple opening |
| title_short | Behaviour of C-section cold-formed steel with multiple opening |
| title_sort | behaviour of c-section cold-formed steel with multiple opening |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/29882/ http://umpir.ump.edu.my/id/eprint/29882/1/34.Behaviour%20of%20C-section%20cold-formed%20steel%20with%20multiple%20opening.pdf |