Structural Efficiency and Embodied Carbon Assessment of Pre-Engineered Versus Conventional Steel Beams

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Authors: Riza Suwondo, Made Suangga, Militia Keintjem, Traad Alzhrani
Cited by: 1

Abstract

The increased focus on the reduction of greenhouse gas emissions in the building and construction sector has heightened the demand for structural systems that reduce both material and embodied carbon. Pre-engineered building (PEB) systems using tapered built-up steel beams could potentially offer a viable alternative to traditional hot-rolled prismatic sections by better matching and aligning the sectional capacity and the bending demand. However, there are still a limited number of studies that perform comparative analyses integrating structural and environmental impact. This study assessed the structural efficiency and embodied carbon of pre-engineered and conventional steel beams over spans of 6 to 20 m for fixed-end and pinned-end boundary conditions. Structural design was performed in accordance with AISC 360-16, and embodied carbon was assessed for life cycle modules A1–A5 following BS EN 15978. The results indicate that tapered built-up beams achieve higher utilisation ratios and smaller effective section sizes, particularly for short and intermediate spans. Life-cycle assessment shows that pre-engineered beams reduce embodied carbon by approximately 10–25% compared with conventional beams, primarily owing to their lower steel mass. These findings demonstrate that tapered built-up beams offer both structural and environmental advantages in the investigated design context.

Fields of Study & Subjects

Environmental Impact and Sustainability Structural Analysis and Optimization BIM and Construction Integration

Publication details

Journal / source
Journal of Engineering and Sustainable Development
Publisher
Mustansiriyah University College of Engineering
Volume
30
Issue
3
Pages
299–309
Publication date
1 May 2026
Language
EN