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The assessment of structural behaviours of steel framing system – affordable house system design

Nor Salwani Hashim (School of Civil Engineering, Universiti Sains Malaysia – Engineering Campus Seri Ampangan, Seberang Perai Selatan, Malaysia)
Fatimah De’nan (School of Civil Engineering, Universiti Sains Malaysia – Engineering Campus Seri Ampangan, Seberang Perai Selatan, Malaysia)
Nurfarhah Naaim (School of Civil Engineering, Universiti Sains Malaysia – Engineering Campus Seri Ampangan, Seberang Perai Selatan, Malaysia)

World Journal of Engineering

ISSN: 1708-5284

Article publication date: 7 September 2023

Issue publication date: 21 August 2024

65

Abstract

Purpose

Nowadays, residential buildings have become increasingly important due to the growing communities. The purpose of this study is to investigate the behavior of a steel structural framing system that incorporates lightweight load-bearing walls and slabs, and to compare the weight of materials used in cold-formed and hot-finished steel structural systems for affordable housing.

Design/methodology/approach

Four types of models consisting of 243 members were simulated. Model 1 is a cold-formed steel structural framing system, while Model 2 is a hot-finished steel structural framing system. Both Models 1 and 2 use lightweight wall panels and lightweight composite slabs. Models 3 and 4 are made with brick walls and precast reinforced concrete systems, respectively. These structures use different wall and slab materials, namely, brick walls and precast reinforced concrete. The analysis includes bending behavior, buckling resistance, shear resistance and torsional rotation analysis.

Findings

This study found that using thinner steel sections can increase the deflection value. Meanwhile, increasing member length and the ratio of slenderness will decrease buckling resistance. As the applied load increases, buckling deformation also increases. Furthermore, decreasing shear area causes a reduction in shear resistance. Thicker sections and the use of lightweight materials can decrease the torsional rotation value.

Originality/value

The weight comparison of the steel structures shows that Model 1, which is a cold-formed steel structure with lightweight wall panels and lightweight composite slabs, is the most suitable model due to its lightweight and affordability for housing. This model can also be used as a reference for the optimal design of modular structural framing using cold-formed steel materials in the field of civil engineering and as a promotional tool.

Keywords

Acknowledgements

The authors wish to express their gratitude to the Universiti Sains Malaysia for providing financial support through the Bridging Research Grant 2017 (Account number: 304/PAWAM/6316234).

Citation

Hashim, N.S., De’nan, F. and Naaim, N. (2024), "The assessment of structural behaviours of steel framing system – affordable house system design", World Journal of Engineering, Vol. 21 No. 5, pp. 1029-1041. https://doi.org/10.1108/WJE-12-2022-0506

Publisher

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Emerald Publishing Limited

Copyright © 2023, Emerald Publishing Limited

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