Release Secondary Beam Moments??? | Myth Busted | #etabstutorial

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📌 Doubt Solved: Should You Release Moment in ETABS for Secondary Beams?

In this video, we discuss a live doubt session with a civil engineering student regarding moment release in secondary beams using ETABS software. 🤔 If you've ever been confused about whether or not to release moments in beams — especially secondary beams — this video is for you!

👉 Topics Covered:

What is moment release in ETABS?

When should you release moments in secondary beams?

Structural behavior of released vs. fixed beams

Best practices for ETABS modeling and interpretation

🎓 Perfect for civil engineering students, structural engineers, and anyone using ETABS for RCC building design.

📢 Don’t forget to like, subscribe, and comment your doubts for the next live session!

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sir i have learn from youtube that as the development length of secondary beam less we assume simply supported beam and we do moment release is it correct please help.

ukbuilder
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Sir what about secondary beams whose one end rests on column and the other end rests in a primary beam?

pratiknath
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Sir, is secondary beam necessary for 15x15ft concrete slab? Or is there any special design for laying steel bars in 15x15ft slab without secondary beam?

hmaakhiangte
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