Reinforced Concrete Design | Topic 7: Moment Redistribution in Continuous Beams | Eurocode 2

Welcome to our Reinforced Concrete Design series to Eurocode 2. In this lecture, Topic 7: Redistribution, we explore the plastic behaviour of reinforced concrete beams and how bending moments can be redistributed to achieve more economical and practical structural designs. We discuss the theory behind moment redistribution, its effect on beam behaviour, and the design requirements set by Eurocode 2 to ensure ductility and rotational capacity. 📌 In this lecture, we: ✅ Explain how reinforced concrete transitions from elastic to plastic behaviour ✅ Compare elastic and plastic global analysis and introduce moment redistribution ✅ Demonstrate redistribution using a fixed-end beam under UDL example ✅ Show how load capacity increases after hinge formation at supports and midspan ✅ Explain redistribution in continuous beams and slabs ✅ Describe the Eurocode 2 design procedure with redistribution of moments 🏢 This series has been developed by Dr Leon Chernin and Dr Margi Vilnay. 👷‍♀️ Delivered by Dr Margi Vilnay – Senior Lecturer in Structural Engineering, Chartered Engineer, and Senior Fellow of the Higher Education Academy. 🔎 Follow the full Reinforced Concrete Design series 📚 Watch the complete playlist for all lectures: https://bit.ly/3JWCPGy 👉 Subscribe for more lectures like this! #ReinforcedConcrete #MomentRedistribution #PlasticAnalysis #Eurocode2 #ConcreteDesign #StructuralEngineering #CivilEngineering #RCDesign #ContinuousBeams #Ductility #PlasticHinges #EngineeringLectures #EngineeringEducation