Deflection of Beams By Moment Area Method - Part I

Deflection of Beams by Moment Area Method (Mohr’s Method) | Strength of Materials (SOM) | Lecture 15 | Ex IES R.P. Singh In this lecture, Ex IES R.P. Singh explains the Moment Area Method (Mohr’s Method) for determining the slope and deflection of beams. This method provides a simple and powerful approach for solving beam deflection problems using the area and centroid of the Bending Moment Diagram (BMD), making it extremely useful for GATE, ESE, SSC JE, RRB JE, and other engineering competitive examinations. Topics Covered: ✅ Introduction to Moment Area Method (Mohr’s Method) ✅ Elastic Curve and Beam Deflection Concepts ✅ Mohr’s First Theorem (Area-Moment Theorem) ✅ Mohr’s Second Theorem (Moment-Area Theorem) ✅ Sign Conventions for Slope and Deflection ✅ Relationship Between Bending Moment and Curvature ✅ Slope and Deflection of Cantilever Beams ✅ Cantilever with End Point Load ✅ Cantilever with Intermediate Point Load ✅ Cantilever with Uniformly Distributed Load (UDL) ✅ Cantilever with Partial UDL ✅ Cantilever with Triangular (UVL) Loading ✅ Cantilever Subjected to End Moment/Couple ✅ Simply Supported Beam with UDL ✅ Simply Supported Beam with Central Point Load ✅ Deflection at Any Point of a Beam ✅ Solved Numerical Problems for Competitive Exams Useful For: GATE Mechanical Engineering ESE (IES) Mechanical Engineering SSC JE Mechanical RRB JE Mechanical State AE/JE Exams B.Tech & Diploma Mechanical Engineering Students If this lecture helps you in your preparation, please Like, Share, and Subscribe for more Mechanical Engineering and Strength of Materials lectures.