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This review paper seeks to enhance knowledge of how pre-loading affects reinforced concrete (RC) beams under fire. It investigates key factors like deflection and load capacity to understand pre-loading's role in replicating RC beams' actual responses to fire, aiming to improve fire testing protocols and structural fire engineering design.

This review systematically aggregates data from existing literature on the fire response of RC beams, comparing scenarios with (WP) and without pre-loading (WOP). Through statistical tools like the two-tailed t-test and Mann–Whitney U-test, it assesses deflection extremes. The study further examines structural responses, including flexural and shear behavior, ultimate load capacity, post-yield behavior, stiffness degradation and failure modes. The approach concludes with a statistical forecast of ideal pre-load levels to elevate experimental precision and enhance fire safety standards.

The review concludes that pre-loading profoundly affects the fire response of RC beams, suggesting a 35%–65% structural capacity range for realistic simulations. The review also recommended the initial crack load as an alternative metric for determining the pre-loading impact. Crucially, it highlights that pre-loading not only influences the fire response but also significantly alters the overall structural behavior of the RC beams.

The review advances structural fire engineering with an in-depth analysis of pre-loading's impact on RC beams during fire exposure, establishing a validated pre-load range through thorough statistical analysis and examination of previous research. It refines experimental methodologies and structural design accuracy, ultimately bolstering fire safety protocols.

The equability of environment, social and economic elements becomes a major issue to be achieved as to attain sustainability in the development of a construction project. As to cater to social sustainability, the Guidelines on Occupational Safety and Health in Construction Industry (Management) also known as OSHCIM has been introduced by the government to improve safety practices amongst Malaysia’s construction practitioners. The basic principle adopted in OSHCIM is Prevention through Design (PtD), which enhances the elimination of hazards during project design stages. This concept is inspired from the implementation of Construction (Design and Management) (CDM) Regulations in the United Kingdom. The concept has also been adopted and practised in many developed countries including Australia and Singapore. The aim of this study is to identify the dominant accident causes in Malaysian construction industry. In this study, the secondary data were gathered from the Department of Occupational Safety and Health (DOSH) accident statistics. A content analysis and frequency distribution analysis were adopted to determine causal factors that contribute to the fatality. The findings show the existence of design-related causal factors, which is also incorporated with other causes of accidents. This is true as every accident occurs due to more than one factor. Thus, these inputs will recommend further exploration to determine the design-related causal factors. This may help the industrial players, including stakeholders, practitioners and researchers, to have more focussed efforts and resources in ensuring the success of OSHCIM’s implementation to reduce the accident statistics in Malaysia.