SA61: The Three-Moment Equation for the Analysis of Continuous Beams (Part II)

This lecture covers the analysis of continuous beams with support settlements using the three-moment equation. This is a continuation of Lecture SA60. A PDF version of this presentation is available online at: Lab101.Space/pd...
Invaluable contributions of Galina Jorgic in designing and creating the video lectures and related content are gratefully acknowledged.

[@civilengineeringstudy]

One of the best channels I ever have seen.

[@bisheshgiri9199]

This lecture is so good. Loved it.

[@tumusiimekasangaki8505]

the best lecturer i have ever seen on planet earth😍😍🥰🤩🤩🤩

[@southernserenia3207]

Will u make exercises about 3 moment?

[@elysonpanolino1162]

Why FEM are zero? 6:24

[@DrStructure]

The question asks for the effect of the support settlement on the reaction forces. This means in our analysis we only consider the settlement, not the applied loads. The fixed-end moments (FEM) in a member come from the applied load, not the support settlement. Since the applied loads play no role in this analysis, the FEMs = 0.