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Welcome to our Beam Deflection series. In this lecture, Part 3: Using Maple with the Double Integration Method, we build on the hand-solution approach developed in Parts 1 and 2 and demonstrate how Maple can be used to support beam deflection calculations once the mechanics has been set up correctly. The emphasis is on understanding where Maple fits into the method, what must still be done by hand, and how Maple can efficiently handle the mathematics involved in multi-region deflection problems. The approach is demonstrated step by step using a simply supported beam with a point load, showing how boundary and compatibility conditions are applied and how the elastic curve is obtained. 📌 In this lecture, we: ✅ Clarify where Maple fits into the double integration method ✅ Emphasise the importance of correct mechanics before using software ✅ Define bending moment expressions for multiple regions ✅ Use Maple to integrate bending moments and form deflection equations ✅ Apply boundary and compatibility conditions in Maple ✅ Solve for constants of integration efficiently ✅ Determine slope and deflection at an internal point ✅ Verify results against the hand solution 👷♀️ Developed and delivered by Dr Margi Vilnay – Senior Lecturer in Structural Engineering, Chartered Engineer, and Senior Fellow of the Higher Education Academy. 🔎 Explore the full Beam Deflection series: https://bit.ly/49Ai2BD 📚 Worked examples and advanced applications using the double integration method 👉 Subscribe for more structural engineering lectures and tutorials ⏰ Timestamps 00:00 Where Maple Fits in the Method 02:24 Introducing Maple 06:02 Setting Up the Problem 10:25 Maple Integration & Conditions 14:35 Solving and Checking Results #BeamDeflection #DoubleIntegrationMethod #Maple #StructuralAnalysis #StructuralEngineering #CivilEngineering #EngineeringMechanics #ElasticCurve #SlopeAndDeflection