Use of Stirrups and Ties in Beam and Column

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This video shows the use of stirrups and ties in beam and column. Stirrups and ties are also called as transverse reinforcement. Stirrups are used in beams while ties are used in columns. They both have the following main functions.
1. They resist shear stresses mainly.
2. They give confinement to the main bars.
3. They give strength to the Rcc members.
4. The increase the seismic capacity of members.
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Пікірлер: 27

@sheikhkais4140 5 жыл бұрын

Very good and extra information sir g

@YOURJOURNEY Жыл бұрын

Very good, short and informative

@civilengineering94 Жыл бұрын

Glad it was helpful!

@shafayatnoor8648 3 жыл бұрын

Fantastic Explanation! Need more Like this!

@civilengineering94 3 жыл бұрын

Glad you liked it!

@heathwayve991 3 жыл бұрын

Explanation is simple n easily understandable.. Keep the videos coming👍

@civilengineering94 3 жыл бұрын

Thank you, I will

@colass286 2 жыл бұрын

That was easy thank you very much now i understand ❤️

@civilengineering94 2 жыл бұрын

You’re welcome 😊

@spurthichadharam9144 3 жыл бұрын

Or aggregates other material that can withstand as bent bars may deform more on pressure

@spurthichadharam9144 3 жыл бұрын

Thank you, nice lecture..I think we can also provide timber rectangular blocks for stirrups

@manandianupama492 4 жыл бұрын

Thank you

@civilengineering94 4 жыл бұрын

You're welcome

@pdbkwx3072 Жыл бұрын

Best information

@civilengineering94 Жыл бұрын

Thanks

@skkjgff6130 2 жыл бұрын

Does they impart strength to column, beam?

@civilengineering94 2 жыл бұрын

yes

@kceedon7563 Жыл бұрын

What’s the difference between the square and rectangle stirrups ?

@civilengineering94 Жыл бұрын

No difference

@nillavanilla9113 3 жыл бұрын

Hi sir, good video! But do you know the reason why stirrups are not equally distributed both in beam and column?

@rashmitabehera5827 2 жыл бұрын

@Luka_menorykee 2 жыл бұрын

If you look at the transverse stresses diagram, the stress is the highest around supports. You need more closely spaced out stirrups where the stresses are the highest. Not as much where the transverse stresses are lower. That way you can save money