This article examines temporary works risks specific to precast concrete construction.
This article takes a direct position: if uplift governs, bearing capacity becomes irrelevant beyond equilibrium.
Structural engineering is not defined by calculations alone. It is defined by responsibility, judgement, and professional courage.
This article presents a detailed treatment of wind load application on guyed towers using the Eurocode framework. It addresses wind action modelling, load distribution, global analysis, and member design.
![[Viewport] Structural Overdesign Is an Excuse, Not a Solution](https://structurescentre.com/wp-content/uploads/2025/12/featured-image-for-structural-overdesign-330x288.jpg)
This article argues that routine structural overdesign is not a safety net. It is a symptom of deeper issues within modern practice. While conservatism has its place in specific, high-risk scenarios, its widespread and uncritical application undermines the very principles engineers claim to protect.
This article provides a detailed explanation of Eurocode load combinations, with emphasis on EN 1990. It explains the different types of combinations, the equations used,…
This article sets out a practical methodology for the analysis and design of guyed towers in accordance with European practice.
This article sets out a detailed overview of construction considerations for jetties and marine platforms, focusing on sequencing, tolerances, temporary conditions, quality control, and structural risk
This article sets out a structured approach to the structural design of jetties and marine platforms, focusing on actions, analysis, member verification, and durability within a Eurocode-based framework
Establishing a clear scope, sticking to it, and documenting departures carefully remain some of the most effective forms of professional risk management. In complex projects, clarity protects not only the engineer, but the entire project team.