Typical tests on cold-formed steel structures
Cold-formed steel has been recently brought into Malaysian construction. It is a steelwork technology that has high potential to be developed in Malaysia, that can offers advantages such as fast erection, lightweight, clean and easier construction. This paper reported a series of research studies ca...
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| Format: | Conference or Workshop Item |
| Language: | en |
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2006
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| Online Access: | http://eprints.utm.my/682/1/MahmoodMdTahir2006_Typicaltestsoncoldformedsteel.pdf http://eprints.utm.my/682/ http://civil.utm.my/apsec2015/ |
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| _version_ | 1845470325456764928 |
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| author | Md. Tahir, Mahmood Tan, Cher Siang Shek, Poi Ngian |
| author_facet | Md. Tahir, Mahmood Tan, Cher Siang Shek, Poi Ngian |
| author_sort | Md. Tahir, Mahmood |
| building | UTM Library |
| collection | Institutional Repository |
| content_provider | Universiti Teknologi Malaysia |
| content_source | UTM Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Cold-formed steel has been recently brought into Malaysian construction. It is a steelwork technology that has high potential to be developed in Malaysia, that can offers advantages such as fast erection, lightweight, clean and easier construction. This paper reported a series of research studies carried out in UTM for locally produced coldformed steel sections and roof truss system. The research work included study on the member capacities for lipped C-section and Hat-section, a full-scale test for roof truss system and the cold-formed steel tek-screw connection capacities. All the studies were based on the requirements of British Standard BS 5950 Part 5 1998. The actual capacities of the proposed sections were ratio from 1.09 - 2.21 compared to the design strength. The full-scale experimental test on roof truss also achieved two times of the estimated design capacities. The tek-screw connection capacities in resistance to shear force and pull-out force ranged 76% - 141% higher than the design requirements. The connection also withstand 10000 times of dynamic load that verified its performance in long-term serviceability. The results of the experimental tests on the proposed cold-formed steel section and roof truss system showed good agreement to the requirements of BS5950 Part 5 1998. |
| format | Conference or Workshop Item |
| id | my.utm.eprints-682 |
| institution | Universiti Teknologi Malaysia |
| language | en |
| publishDate | 2006 |
| record_format | eprints |
| spelling | my.utm.eprints-6822017-08-23T00:21:07Z http://eprints.utm.my/682/ Typical tests on cold-formed steel structures Md. Tahir, Mahmood Tan, Cher Siang Shek, Poi Ngian TA Engineering (General). Civil engineering (General) Cold-formed steel has been recently brought into Malaysian construction. It is a steelwork technology that has high potential to be developed in Malaysia, that can offers advantages such as fast erection, lightweight, clean and easier construction. This paper reported a series of research studies carried out in UTM for locally produced coldformed steel sections and roof truss system. The research work included study on the member capacities for lipped C-section and Hat-section, a full-scale test for roof truss system and the cold-formed steel tek-screw connection capacities. All the studies were based on the requirements of British Standard BS 5950 Part 5 1998. The actual capacities of the proposed sections were ratio from 1.09 - 2.21 compared to the design strength. The full-scale experimental test on roof truss also achieved two times of the estimated design capacities. The tek-screw connection capacities in resistance to shear force and pull-out force ranged 76% - 141% higher than the design requirements. The connection also withstand 10000 times of dynamic load that verified its performance in long-term serviceability. The results of the experimental tests on the proposed cold-formed steel section and roof truss system showed good agreement to the requirements of BS5950 Part 5 1998. 2006-09 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/682/1/MahmoodMdTahir2006_Typicaltestsoncoldformedsteel.pdf Md. Tahir, Mahmood and Tan, Cher Siang and Shek, Poi Ngian (2006) Typical tests on cold-formed steel structures. In: 6th Asia-Pacific Structural Engineering and Construction Conference, 5-6 September 2006, Kuala Lumpur, Malaysia. http://civil.utm.my/apsec2015/ |
| spellingShingle | TA Engineering (General). Civil engineering (General) Md. Tahir, Mahmood Tan, Cher Siang Shek, Poi Ngian Typical tests on cold-formed steel structures |
| title | Typical tests on cold-formed steel structures |
| title_full | Typical tests on cold-formed steel structures |
| title_fullStr | Typical tests on cold-formed steel structures |
| title_full_unstemmed | Typical tests on cold-formed steel structures |
| title_short | Typical tests on cold-formed steel structures |
| title_sort | typical tests on cold-formed steel structures |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://eprints.utm.my/682/1/MahmoodMdTahir2006_Typicaltestsoncoldformedsteel.pdf http://eprints.utm.my/682/ http://civil.utm.my/apsec2015/ |
| url_provider | http://eprints.utm.my/ |