Don't forget the Basic Rules of Column design rebar reinforcement | Green House Construction

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Tq so much for making useful content for our civil engineers

Watch video in 4X

😂

Excellent video thankss!!

GOOD AND HELP FOR REBAR LEARNERS.

It is a good effort for those who are interested in the basic design requirements of reinforced concrete. I would like to suggest that wrong and right design should be based on industrial codes which will be more helpful for better understanding in which assurance in guaranteed for not denying the industrial standards. Mentioning without such standers right or wrong are having no bases.

Nonsense, simply weld the iron and make an extension. Important places such as in thin columns, the bearing beams should be treated with an anti-corrosion agent. Certainly our modern primitive way of building is far behind the ancient buildings. It has a service life until the steel wears out.

On tall buildings, I've always wondered how they extended the length of support columns that have rebar inside.

As a Civil Engineering Student, I find this article very useful. Thank you.

Excellent video very easy to understand 👍🏽👍🏽👍🏽

Thank you for your information ❤️👍

Good luck ☘️☘️☘️

Easy understanding method. Jayachandra reddy.

Nice explanation. Thanks .jayachandrareddy.

Excelente conteúdo!

Abraços do Brasil 🇧🇷

From me..
my Common sense the best lap join in Column is under Tide Bean..30 cm above 20 cm..,
whatever ground floor or first floor..Not in the middle of column..
Because when it's comes Desater../ meanly Earthquake, construction are not safety it's can collapse

Bien si se entiende 50 por ciento de empalme con refuerzo de estribos cercanos okey.

So nice ! ❤👍

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Tnq .. FULLY SATISFIED