Conjugate Beam Method Part 3: Beam with varying EI | Slope & Deflection Explained |

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In this lecture, we introduce the concept of the Conjugate Beam Method for beams with varying cross-section. Using a step-by-step approach and a clear example, we understand how bending stiffness (EI) changes along the length of a beam and how to incorporate it into slope and deflection calculations.

What you’ll learn in Part 3:

1. Concept of varying cross-section in beams

2. Relating M/EI diagram to slope & deflection via Conjugate Beam Method

3. Worked example with clear stepwise solution

4. How this concept connects to advanced problems in Part 4

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???? Watch Part 1 First → https://youtu.be/OSvvIo_z7dg

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In this lecture, we introduce the concept of the Conjugate Beam Method for beams with varying cross-section. Using a step-by-step approach and a clear example, we understand how bending stiffness (EI) changes along the length of a beam and how to incorporate it into slope and deflection calculations.

**Timestamps:**
- 0:00 – Introduction
- 0:30 – Quick Recap of Conjugate Beam Basics
- 1:30 – Numerical Problem Statement
- 3:00 – Real Beam Analysis
- 5:10 – Constructing the Conjugate Beam
- 7:30 – Assigning Support Conditions
- 9:50 – Solving for Reactions in Conjugate Beam
- 11:50 – Shear = Slope and Moment = Deflection Explanation
- 14:00 – Final Deflection Results & Summary


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Categoria
Constructii Civile
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