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

[@NHAXANHVIETNAM]

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[@manikumardamodaran2304]

Subscribe

[@PROPERTYBULLETIN]

Nice

[@semi5alpha]

Is it true that soil should not touch the rebars?

[@luisalbertoariasmuriel7959]

Me gusta

[@khalidrasheed3432]

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.

[@muralikrishnagandikota4980]

Tq so much for making useful content for our civil engineers

[@reynoschicote]

This is a very unique presentation. Yet, very understandable. Thank you very much. Mabuhay !

[@NHAXANHVIETNAM]

Thanks

[@kingsleyumeh1482]

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

[@MrMohamadfahad1]

Best channel on youtube for civil knowledge 👍🏻

[@NHAXANHVIETNAM]

thanks

[@khadijahahmed1903]

Thank you

[@Life_is_Awesome_Civil]

Very nice

[@NHAXANHVIETNAM]

Thanks sir

[@HoangTran-fe5nd]

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

[@imapkru]

Thank you! I,ve been searching for this information for a very long time.

[@NHAXANHVIETNAM]

Thanks sir

[@nitishkushwahaSSC]

Hi i from India but I like this information

[@NHAXANHVIETNAM]

Thanks

[@arvinselvarajarvinselvaraj6083]

GOOD AND HELP FOR REBAR LEARNERS.

[@NHAXANHVIETNAM]

Thanks

[@paoemantega8793]

excellent presentation, thankyou for sharing

[@ikbalshah7940]

Thank you for your information ❤️👍

[@sureshbabube]

excellent work.. Appreciated

[@NHAXANHVIETNAM]

Thanks

[@phyohtetkoko929]

Thanks For Teaching Sir

[@NHAXANHVIETNAM]

thanks

[@asepraisamarulloh2723]

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

[@NHAXANHVIETNAM]

You are wellcome

[@Engrwaleed555]

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

[@NHAXANHVIETNAM]

Yes sir, we will for you. Thank you

[@sunilgadriya1832]

Wow ...amazing video sir

[@mozmiah5596]

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

[@NHAXANHVIETNAM]

Thank you very much

[@TJkids7]

thank for your video

[@NHAXANHVIETNAM]

Thanks

[@RabiulIslam-ug9qt]

Very informative.nice presentation.

[@NHAXANHVIETNAM]

thank you very much Mr Rabiul

[@athulachandana7883]

Excellent vedio ....

[@NHAXANHVIETNAM]

thanks sir. have a nice day sir

[@bolinborahbolin426]

Nice 👍👍👍

[@siva2570]

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

[@premsagarjagu8683]

Tnq .. FULLY SATISFIED

[@NHAXANHVIETNAM]

Thanks

[@muhammadhayathayat3472]

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

[@yigrembayleyegn9370]

I like it well done

[@NHAXANHVIETNAM]

Thanks

[@mymobile011]

Love you for this

[@NHAXANHVIETNAM]

thanks sir

[@ComplexTV7]

Perfect explanation

[@NHAXANHVIETNAM]

Thanks sir

[@marcelo_rcosta]

Excelente conteúdo! Abraços do Brasil 🇧🇷

[@jamesbladerunner2735]

Love it ❤️thankx

[@couplelovers9229]

Thanks for you ❤️💯👍

[@NHAXANHVIETNAM]

Thanks

[@HuyHoang79ag]

cám ơn bạn đã chia sẽ

[@NHAXANHVIETNAM]

Cám ơn anh đã ủng hộ Nhà Xanh Việt Nam

[@madhavanarashimhadas8365]

Beautiful

[@NHAXANHVIETNAM]

Thanks

[@linhnguyen-xx2lf]

So nice ! ❤👍

[@NHAXANHVIETNAM]

Thanks

[@dadulvai8535]

Good knowledge

[@NHAXANHVIETNAM]

Thanks

[@umeshvyas214]

Excellent, Thanks

[@NHAXANHVIETNAM]

Have a nice day and thank you very much

[@sonukoli8613]

Fantabuls video 😃😃

[@NHAXANHVIETNAM]

Thank you very much

[@aaaaaa-pr5gt]

Super!!!

[@NHAXANHVIETNAM]

thanks

[@BearSkools]

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]

Then you are wrong for 15 years

[@qoutestosuccess]

then you are doing it wrong for 15 years.

[@BearSkools]

I build what engineers design. I've never in my time seen what this video and what yall are saying. I don't design the shit, people smarter than myself do. So yall are saying for years the hundreds of engineers that draw up these plans are wrong

[@matthewlh6368]

As an engineer myself this is the correct way, however doing this during construction is almost impossible and rarely happens.

[@helenmelorin8276]

You are very wrong

[@prenumenumedefamilie3418]

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 ?

[@thangminlenhaokip4932]

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

[@edwardarikpe9403]

Please is it proper for lapping in foundation before DPC?

[@shashanksrivastava8292]

What a great video sir 🙏🏻🙏🏻🍰🍰🤗

[@NHAXANHVIETNAM]

Thanks sir!

[@brainwavemedia173]

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

[@jayareddy6252]

Easy understanding method. Jayachandra reddy.

[@yaseenpatel8068]

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

[@mohammedsiraj4189]

Good sir

[@NHAXANHVIETNAM]

thank you very much

[@halimhafid6996]

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

[@NHAXANHVIETNAM]

I really appreciated your good comments

[@souravmaity8984]

Coupling is better for lapping in column

[@NHAXANHVIETNAM]

Ok sir

[@amitnayak5869]

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

[@mohamedcivwerk1189]

good video,

[@NHAXANHVIETNAM]

Thanks

[@Altricksss]

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

[@Fredflinstone23]

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?

[@jhonaderlybarbozaolivera6414]

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]

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

[@hussainkazmi4829]

Are your specifications according to ACI code?

[@thomasedison1973]

nice

[@NHAXANHVIETNAM]

Thanks

[@EdwinColubioChannelENJOY]

Full pack already. hope mine too.

[@rayzincrothravenwood1510]

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

[@rayzincrothravenwood1510]

And they don't all alternate

[@jayareddy6252]

Nice explanation. Thanks .jayachandrareddy.

[@SolidworksUnlimited]

I agree 👍

[@vs-maniyan682]

Excellent

[@NHAXANHVIETNAM]

Thank you very much. Have a nice day sir

[@sanjaymahadik9943]

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

[@NHAXANHVIETNAM]

Thank for your suggestion

[@dangaerlan6906]

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

[@hossainzargham2190]

Thanks alot dear

[@NHAXANHVIETNAM]

Thanks sir

[@Twitchtv_zh-tw]

還有一個是筋的間距 在地震帶都比較窄 10~15cm

[@qayoumkhan470]

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

[@rbcastro5727]

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

[@NHAXANHVIETNAM]

¿Por favor da tu opinión?

[@matrimcauthon6431]

Es correcto.

[@fernandojaramillo736]

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

[@practicalcivilengineer6846]

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

[@NHAXANHVIETNAM]

Please send to my email your question

[@richarddrai2750]

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

[@pigikprasatko1253]

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

[@ismaelarellano1586]

Excelente!

[@NHAXANHVIETNAM]

thanks

[@abdulganisurve4591]

Please guide how to make sweeming pool construction.

[@NHAXANHVIETNAM]

Yes sir. We will make it in next time

[@alisharif1997]

Thank you🏗️🕌🕌🕌🕌🕌🕌🕌🕌

[@sharifulislam-cm1xj]

Tnx

[@NHAXANHVIETNAM]

Thanks

[@raymondpapang3854]

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

[@duketran62]

@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

[@NHAXANHVIETNAM]

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]

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

[@mihailfelixdumitresc]

​​@@NHAXANHVIETNAM 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.

[@prabum5523]

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

[@وسامعلي-د3ظ]

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

[@Ffhh391]

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.

[@advancetips5991]

Welding iron ,make iron hard and weak

[@realityofworld7287]

Column jointing or lapping not good in centre it's not good. When another column is jointing then better to joint after slab .

[@stevejohnson6053]

i've never seen the recommendation to CURVE the bar

[@عليمحمد-ض8ر4ذ]

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

[@Kashmirhouseplans]

Sketch up

[@ByAlexey]

doodle video maker

[@architecture-gawangkalidad4543]

What code is your reference.thanms

[@anthony7091]

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

[@NHAXANHVIETNAM]

The ties should be 6-8mm sir

[@anthony7091]

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

[@luisalbertoariasmuriel7959]

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

[@johnrogan9420]

Inside baseball column making!...well ✔

[@NHAXANHVIETNAM]

Thank for your opinion

[@42theone]

Play in 2x speed. You are welcome 😀

[@taffythegreat1986]

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

[@smartsv4727]

Wich software sir

[@Sarosh9696]

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

[@NHAXANHVIETNAM]

It is H/4 sir

[@victorpetchenev4119]

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

[@mc.drawing6255]

👌😊👍👍

[@NHAXANHVIETNAM]

Thanks

[@kizzjd9578]

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]

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

[@kizzjd9578]

@@dominicnolan6975 yep.. but these are square.

[@UMASHANKAR-jz9hs]

bigger dia rod crank not possible.

[@mohammadmehroz6102]

What is the music name??

[@mitramoradi3846]

به این نوع م میلگرد که خم داره واسه اتصال پایه ستون چی هست

[@NHAXANHVIETNAM]

Thanks

[@Black--general]

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

[@НектоНеизвестный-ь9ъ]

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)

[@Emka87]

@@НектоНеизвестный-ь9ъ :-) do it with machines and it will be easier ;-)

[@Black--general]

@@Emka87 Ну тогда покажите этот аппарат для гибки арматуры!

[@Emka87]

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

[@Black--general]

@@Emka87 Автор канала может ссылки оставлять тут)))

[@curiosityu9359]

It is so fast 🚴三

[@NHAXANHVIETNAM]

Thank for your opinion

[@kentmate645]

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

[@juanpack8146]

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

[@NHAXANHVIETNAM]

Haha

[@Emka87]

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