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.
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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.
|Item Type:||Conference or Workshop Item (Paper)|
|Uncontrolled Keywords:||Cold-formed steel; member capacities; roof truss; connection|
|Subjects:||T Technology > TA Engineering (General). Civil engineering (General)|
|Deposited By:||Pn Khairulbahiyah Yaakub|
|Deposited On:||21 Feb 2007 07:08|
|Last Modified:||01 Jun 2010 02:47|
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