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

Welcome back to Green House Construction!
This channel shall be replaced Nha Xanh E&C Channel instead. Please follows me "SUBSCRIBE" this channel.
This video will introduce to you the basic rules of column design reinforcement rebar for your information.
This a just a basic rules but that was really important for your working.
in the next video, we will introduce to you 10 rules of column design reinforcement.
Hope you like this video!
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[@manikumardamodaran2304]

Subscribe

[@PROPERTYBULLETIN]

Nice

[@sidedude1641]

Is it true that soil should not touch the rebars?

[@luisalbertoariasmuriel7959]

Me gusta

[@HoangTran-fe5nd]

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

[@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

[@MrMohamadfahad1]

Best channel on youtube for civil knowledge 👍🏻

thanks

[@khadijahahmed1903]

Thank you

[@Engrwaleed555]

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

Yes sir, we will for you. Thank you

[@muhammadhayathayat3472]

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

[@kingsleyumeh1482]

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

[@marcelo_rcosta]

Excelente conteúdo!
Abraços do Brasil 🇧🇷

[@asepraisamarulloh2723]

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

You are wellcome

[@ikbalshah7940]

Thank you for your information ❤️👍

[@sscaspirants2024_]

Hi i from India but I like this information

Thanks

[@siva2570]

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

[@mozmiah5596]

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

Thank you very much

[@sunilgadriya1832]

Wow ...amazing video sir

[@phyohtetkoko929]

Thanks For Teaching Sir

thanks

[@sureshbabube]

excellent work.. Appreciated

Thanks

[@athulachandana7883]

Excellent vedio ....

thanks sir. have a nice day sir

[@RabiulIslam-ug9qt]

Very informative.nice presentation.

thank you very much Mr Rabiul

[@TJkids7]

thank for your video

Thanks

[@arvinselvarajarvinselvaraj6083]

GOOD AND HELP FOR REBAR LEARNERS.

Thanks

[@madhavanarashimhadasskitch8365]

Beautiful

Thanks

[@jamesbladerunner2735]

Love it ❤️thankx

[@yigrembayleyegn9370]

I like it well done

Thanks

[@Thao7891]

Good luck ☘️☘️☘️

[@jayareddy6252]

Easy understanding method. Jayachandra reddy.

[@sonukoli8613]

Fantabuls video 😃😃

Thank you very much

[@Life_is_Awesome_Civil]

Very nice

Thanks sir

[@premsagarjagu8683]

Tnq .. FULLY SATISFIED

Thanks

[@HuyHoang79ag]

cám ơn bạn đã chia sẽ

Cám ơn anh đã ủng hộ Nhà Xanh Việt Nam

[@dadulvai8535]

Good knowledge

Thanks

[@alisharif1997]

Thank you🏗️🕌🕌🕌🕌🕌🕌🕌🕌

[@kazungualbert9441]

Perfect explanation

Thanks sir

[@mymobile011]

Love you for this

thanks sir

[@user-pi6jx6qu4l]

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

[@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 ?

[@couplelovers9229]

Thanks for you ❤️💯👍

Thanks

[@aaaaaa-pr5gt]

Super!!!

thanks

[@umeshvyas214]

Excellent, Thanks

Have a nice day and thank you very much

[@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.

[@linhnguyen-xx2lf]

So nice ! ❤👍

Thanks

[@luisalbertoariasmuriel7959]

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

[@Altricksss]

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

[@seksantipapala1878]

ขอบคุณมากๆครับ

[@shashanksrivastava8292]

What a great video sir 🙏🏻🙏🏻🍰🍰🤗

Thanks sir!

[@thangminlenhaokip4932]

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

[@halimhafid6996]

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

I really appreciated your good comments

[@ismaelarellano1586]

Excelente!

thanks

[@EdwinColubioChannelENJOY]

Full pack already. hope mine too.

[@amitnayak5869]

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

[@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

[@SolidworksUnlimited]

I agree 👍

[@victorpetchenev4119]

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

[@vs-maniyan682]

Excellent

Thank you very much. Have a nice day sir

[@taffythegreat1986]

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

[@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?

[@hussainkazmi4829]

Are your specifications according to ACI code?

[@thomasedison1973]

nice

Thanks

[@jayareddy6252]

Nice explanation. Thanks .jayachandrareddy.

[@alisharif1997]

Green house construction 🕌🏗️🕋🕋🕋🕋🕋🕋🕋🕋

[@fernandojaramillo736]

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

[@mohammedsiraj4189]

Good sir

thank you very much

[@user-no5tm8sl2c]

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

[@yaseenpatel8068]

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

[@sharifulislam-cm1xj]

Tnx

Thanks

[@brainwavemedia173]

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

[@mohamedcivwerk1189]

good video,

Thanks

[@edwardarikpe9403]

Please is it proper for lapping in foundation before DPC?

[@johnrogan9420]

Inside baseball column making!...well ✔

Thank for your opinion

[@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

[@hossainzargham2190]

Thanks alot dear

Thanks sir

[@mikeangami3714]

Watch video in 4X

[@Twitchtv_zh-tw]

還有一個是筋的間距 在地震帶都比較窄 10~15cm

[@sanjaymahadik9943]

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

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.

[@UMASHANKAR-jz9hs]

bigger dia rod crank not possible.

[@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

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

[@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.

¿Por favor da tu opinión?

[@matrimcauthon6431]

Es correcto.

[@prabum5523]

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

[@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

[@Sarosh9696]

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

It is H/4 sir

[@mc.drawing6255]

👌😊👍👍

Thanks

[@abdulganisurve4591]

Please guide how to make sweeming pool construction.

Yes sir. We will make it in next time

[@curiosityu9359]

It is so fast 🚴三

Thank for your opinion

[@kentmate645]

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

[@architecture-gawangkalidad4543]

What code is your reference.thanms

[@JosephAlexanderR.]

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

Its skt sir

[@juanpack8146]

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

Haha

[@marcinkazberuk4923]

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

[@mohammadmehroz6102]

What is the music name??

[@lovetodrive3421]

Bohot jaldi kr rha he bhai thoda dhire

[@kollurubharathsimha539]

Bro give time to even look at it

[@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.

[@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

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]

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

[@mihailfelixdumitresc]

​​@ 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.

[@smartsv4727]

Wich software sir

[@vi683a]

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

[@AdamAdam-fh1jj]

Why you give the joggle ?

[@hasyem7009]

Bikin lebih banyak

[@pjcdm]

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

[@samaddengineering798]

Not correct overlap of two drawings

[@user-rb2np5dt3l]

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

[@Kashmirhouseplans]

Sketch up

[@ByAlexey]

doodle video maker