Structural Aspects of Cold-Formed Steel Section Designed as U-Shape Composite Beam

Saggaff, Anis and Tahir, Mahmood Md and Azimi, Muhammadamin and Alhajri, T.M (2017) Structural Aspects of Cold-Formed Steel Section Designed as U-Shape Composite Beam. AIP Conference Proceedings, 1903. 020025-1-020025-11.

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Abstract

Composite beam construction usually associated with old-style Hot-Rolled Steel Section (HRSS) has proven to act much better in compare with Cold-Formed Steel Section (CFSS) sections due to thicker section. Due, it’s getting popular to replace HRSS with CFSS in some aspects as a composite beam. The advantages such as lightweight, cost effective and easy to install have contributed to the apply CFSS as a preferred construction material for composite beam. There is a few technical data available regarding the application of the usage of CFSS as a composite system, despite the potentials use for residential and light-weight industrial constructions. This paper presents an experimental tests results which have been conducted using CFSS as composite beam. Composite action of CFSS arranged as double beam with Self-Compacting Concrete (SCC) slab are integrated together with bolted shear connectors were used. A full-scale test comprised of 3 proposed composite beam specimens with bolted shear connector spaced at 300 mm interval of grade 8.8 was using single nut with washer on flange of CFS, cast to the slab and loaded until failed. The test show that the bolted shear connector yielded better capacity of ultimate strength and ultimate moment for the proposed composite beam. It can be concluded that, bolted shear connectors of 16 mm in diameter performed better than the other diameter size of bolted shear connectors.

Item Type: Article
Subjects: T Technology > TS Manufactures > TS200-770 Metal manufactures. Metalworking > TS227.F55 Steel--Welding
Divisions: 03-Faculty of Engineering > 22101-Civil Engineering (S2)
Depositing User: Prof Anis Saggaff
Date Deposited: 19 Aug 2020 14:02
Last Modified: 19 Aug 2020 14:02
URI: http://repository.unsri.ac.id/id/eprint/33436

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