If you see this video helpful, Please "SUBSCRIBE", like, share for further helpful videos. Các bạn nhớ "ĐĂNG KÝ" kênh, like, chia sẽ để nhận được nhiều video hữu ích khác nhé.

@manikumardamodaran2304

2 жыл бұрын

Subscribe

@PROPERTYBULLETIN

2 жыл бұрын

Nice

@sidedude1641

Жыл бұрын

Is it true that soil should not touch the rebars?

@luisalbertoariasmuriel7959

Жыл бұрын

Me gusta

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.

tuyệt vời luôn, kênh của bạn xem rất trực quan dễ hiểu

Tq so much for making useful content for our civil engineers

Best channel on youtube for civil knowledge 👍🏻

2 жыл бұрын

thanks

@khadijahahmed1903

Жыл бұрын

Thank you

Thank you for your information ❤️👍

Excelente conteúdo! Abraços do Brasil 🇧🇷

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

Very nice

Жыл бұрын

Thanks sir

Want to see same animation for beams, slab and stairs.

3 жыл бұрын

Yes sir, we will for you. Thank you

Love it ❤️thankx

Wow ...amazing video sir

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

Жыл бұрын

Thank you very much

Very informative.nice presentation.

2 жыл бұрын

thank you very much Mr Rabiul

Thanks your God video, I follow your next content. Keep Spirit brother... (Jakarta, Indonesia)

2 жыл бұрын

You are wellcome

Thanks For Teaching Sir

2 жыл бұрын

thanks

Excellent vedio ....

3 жыл бұрын

thanks sir. have a nice day sir

Excellent, Thanks

2 жыл бұрын

Have a nice day and thank you very much

excellent work.. Appreciated

7 ай бұрын

Thanks

cám ơn bạn đã chia sẽ

2 жыл бұрын

Cám ơn anh đã ủng hộ Nhà Xanh Việt Nam

Perfect explanation

2 жыл бұрын

Thanks sir

Love you for this

2 жыл бұрын

thanks sir

Good luck ☘️☘️☘️

Excelente!

2 жыл бұрын

thanks

Hi i from India but I like this information

Жыл бұрын

Thanks

GOOD AND HELP FOR REBAR LEARNERS.

9 ай бұрын

Thanks

ขอบคุณมากๆครับ

Thanks for you ❤️💯👍

Жыл бұрын

Thanks

What a great video sir 🙏🏻🙏🏻🍰🍰🤗

Жыл бұрын

Thanks sir!

Tnq .. FULLY SATISFIED

Жыл бұрын

Thanks

Fantabuls video 😃😃

2 жыл бұрын

Thank you very much

7:20 Very informative 👌🏻👌🏻 Please also upload a video on how to design and construct foundation in hilly areas

thank for your video

7 ай бұрын

Thanks

So nice ! ❤👍

Жыл бұрын

Thanks

Excellent

3 жыл бұрын

Thank you very much. Have a nice day sir

I like it well done

Жыл бұрын

Thanks

Beautiful

Жыл бұрын

Thanks

Super!!!

Жыл бұрын

thanks

I agree 👍

Good knowledge

Жыл бұрын

Thanks

good video,

2 жыл бұрын

Thanks

We want video on civil aspect of machine foundation like; (use of TMT bar and it's distence calculation)

Easy understanding method. Jayachandra reddy.

Good sir

2 жыл бұрын

thank you very much

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

Tnx

2 жыл бұрын

Thanks

Nice explanation. Thanks .jayachandrareddy.

Full pack already. hope mine too.

nice

2 ай бұрын

Thanks

Thank you very important information. I want 24feet x 24feet ceiling rebar arrange ment without beam structure.

Thanks alot dear

2 жыл бұрын

Thanks sir

👌😊👍👍

2 жыл бұрын

Thanks

La dimensión del traslape, la dimensión entre flejes , la rotación del remate de los flejes.

Funny seeing this, coming from a guy that tied steel for 15 years. I've never seen staggered splices on columns. And question: aren't 135* bands for seismic applications? And number of bands isn't called out by load. Edit: is not isn't, excuse me.

@q-divinetv8278

Жыл бұрын

Then you are wrong for 15 years

Reglas de diseño de columnas 1. 100% de barras de refuerzo superpuestas en una sección 2. Longitud de traslape sin pendiente (barra doblada) en longitud de barra de refuerzo superpuesta 3. Todos los lazos con el extremo doblado en una dirección 4. Los extremos de los lazos no están doblados 135° 5. Esta área de la zona no es suficiente lazos

@travelfanatic9124

2 жыл бұрын

Why all ties end's are provided in opposite direction? Reason.

hi there mr engineer !Please tell me at the base of the columns that little step concrete is better to pour in the same time with the slab under ?or just add a little later !What is the dimension of that one ?what high need to be ?

Thank you🏗️🕌🕌🕌🕌🕌🕌🕌🕌

Please make video the best way to mix 1bag of cement and sand

8:26 да такие ломы только на завода можно погнуть!

Conection of rebar in column you have incorect. You may joint this with double welded rebars from both sides and conected rebar insert to the edge. Your solution produce parazitical bending moments

Inside baseball column making!...well ✔

2 жыл бұрын

Thank for your opinion

thanks alot for your video..on my way to built my own house..subs done

2 жыл бұрын

I really appreciated your good comments

還有一個是筋的間距 在地震帶都比較窄 10~15cm

Are your specifications according to ACI code?

Please do same animation for beam & slab Thanks for your animation video

Жыл бұрын

Thank for your suggestion

This demonstration is done in which software sir ??????

Please is it proper for lapping in foundation before DPC?

Hmmm everything I’ve done is wrong. What a bummer 😂

why is it that you’ll need to over lap if you have sufficient length of rebar? why the rebar does not go all the way to the footing?

بالعراق لا المقاولين ولا المهندسين يفعلون الطريقه الصحيحه ابدا حتى لو ضاعفنا لهم المال لا يفعلون الطريقه الصحيحه

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

Se dice que las varillas de unión deben llegar hasta el suelo y no flotando como esas.

3 жыл бұрын

¿Por favor da tu opinión?

@matrimcauthon6431

2 жыл бұрын

Es correcto.

Bikin lebih banyak

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

Ap video banaty kasy ho ? Kon sa software use kerty hn?

plz can u tell me about which software do u use to make things looking realistic i am civil engineer in pakistan i will suggest my friends to your channel

3 жыл бұрын

Please send to my email your question

@richarddrai2750

2 жыл бұрын

I am a civil engineer..i really enjoy your videos...iPls can I know the software you used in doing this?..thanks

Please guide how to make sweeming pool construction.

2 жыл бұрын

Yes sir. We will make it in next time

Green house construction 🕌🏗️🕋🕋🕋🕋🕋🕋🕋🕋

I think @ 9:10 to 9:25, lateral ties are incorrectly placed as they don't have ends in 135 degrees bend.

Watch video in 4X

@9:14 you award bell for a correct column but the braces do not have the 135° bend in them

@rayzincrothravenwood1510

2 жыл бұрын

And they don't all alternate

Up to what distance the ties spacing should be close ? Is it H/3 ?

2 жыл бұрын

It is H/4 sir

Sir, please give steel details 60×40 marriage hall .G+1 40 feet side no column.

Это только на бумаге и в 3д красиво смотрится и легко реализуется! А на практике это проблематично реализовать, так что это все глупости!

@user-xp9ts1wq4q

2 жыл бұрын

тоже трудно было представить, как рабочие так аккуратно согнут стержень д12 или 16 (а то и 22мм) чтобы у оного получился такой грамотный переход в 45гр, да еще и с возвратом к основной оси)

@marcinkazberuk4923

2 жыл бұрын

@@user-xp9ts1wq4q :-) do it with machines and it will be easier ;-)

@Black--general

2 жыл бұрын

@@marcinkazberuk4923 Ну тогда покажите этот аппарат для гибки арматуры!

@marcinkazberuk4923

2 жыл бұрын

@@Black--general are you joking? I can't print link on YT.

@Black--general

2 жыл бұрын

@@marcinkazberuk4923 Автор канала может ссылки оставлять тут)))

It is so fast 🚴三

2 жыл бұрын

Thank for your opinion

@kentmate645

2 жыл бұрын

@ I watched it at 0.25 speed! I've never done that before.

bigger dia rod crank not possible.

Sir muji circular colomn me Aria chahia liking bottom 27inch hai sir top 18inch

Your lateral ties at 135° are alternating sides every run yet if what you’re saying for everything else, they should be changing every 90° instead of 180°.

@dominicnolan6975

2 жыл бұрын

This works for square stirrups but rectangular ones have to be 180°, obviously.

@kizzjd9578

2 жыл бұрын

@@dominicnolan6975 yep.. but these are square.

Please, what is the name of the application you draw with? ☺️

@Kashmirhouseplans

2 жыл бұрын

Sketch up

@ByAlexey

Жыл бұрын

doodle video maker

@2:01, on the right column, what are the angle and length of bent rebars? Also what is the minimum overlap size of the 2 bars pink and black? Thanks

3 жыл бұрын

Thanks for your question. The slope (angle) is 1:6 and the length is 30d . And the minimum size of 2 bars overlap is 12mm diameter

@medaprasanth

2 жыл бұрын

@ 30d development length is per which code? It should be around 50d for M30 grade concrete and Fe500 rebar

@mihailfelixdumitresc

Жыл бұрын

​​@ The overlapping in my country, where buildings are designed to presumably withstand 8 degrees on the Richter scale, is between 50-60 times the diameter of the rebars.

But it's really difficult to tell a old worker when his pride and ego at stake😆

2 жыл бұрын

Haha

@marcinkazberuk4923

2 жыл бұрын

Especcially, if your knowledge isn't perfect like informations on this video. Both types are incorrect.

Wich software sir

Bro give time to even look at it

What code is your reference.thanms

Why you give the joggle ?

Interesting. For 200mmX200mm concrete columns, what size should the ties be?

Жыл бұрын

The ties should be 6-8mm sir

@anthony7091

Жыл бұрын

@ thanks What l meant was square size. 150mmX150mm or 100mmX100mm?

I thought this was a revit tutorial into how to make reinforcements.

Ай бұрын

Its skt sir

What is the music name??

9:13 is a not good! No 135 degree bends

I really like the presentation, but you could use help with the English a little. We understand.