Thank you for sharing your expertise and observations. Your input is valuable for improving the construction process and ensuring structural integrity. It's always great to have knowledgeable people in the community sharing their insights.
last 90° bend in stirrups is an error, it can lead to failure at that point, but more important is column rebar 90°bend should radiate out, not in... in leads to too much bar in the center increasing risk of poor concrete fill
@@TheSolver-PR load design for a specific column it doesn't depend just on rebar, but also in concret grade C18 C25 C50 ? and work quality length vs area (buckling) not to mention ground quality (not all sil has the same load capacity) , you would need a complete blueprint of the building and a soil study to make such a determination
Column rebar 90 bend means development length of column in engineering term. There is rule of placing rebars in different direction to acquire the strength of materials used.
.... Least of the problem. No drawings. No calculations. No engineering. .... And apparently this building is going up five storye.!!!! Pray for the people in it when it collapses. Absolute nightmare. No clue what they are doing.
Grave error el doblete de varilla es hacia afuera y no cumple las normas de espacio de respiro entre concreto varilla esa construcción se caerá no es flexible así como poca varilla es malo también el exceso
تركيب العامود بهذه الطريقة غلط يجب ان تكون الزاوية إلى خارج العامود وليست إلى الداخل لانها ستسبب كثافة تحت العامود وستمنع الخرسانة من التوغل تحت العامود
Can't see a drawing anywhere so assuming they are winging it with no calculations. .... This, people, is why we see RC structures collapsing on news reports. Often killing and trapping unaware users of the building. Stop. Please, please stop. Get your buildings designed properly, and the works supervised by engineers. It literally isn't rocket science. Watching this is making me nervous.
Dear friend, this building, including columns, roof, foundation and other structural elements, has been designed by software and has been approved by the municipality of the region. Of course, if a strong earthquake occurs, no structure can be said with certainty that it will resist. But if there is a specific place that is not implemented correctly and does not have enough resistance, I will be happy to mention it .
adding extra reinforcement in the columns is more worse than having not enough. because it will not give you enough time to escape during collapse. but some people think more is better, which is always not true.
Countless mistakes. binding wire should be double looped and with the right thickness of the wire. poor binding. it will break during concrete is poured. also 90 degree bend are useless on the stirrups. should be 135 degree. there is no concrete cover provided either. Over did steel enforcement. Ld other way around........
@@ismailyasar2209genel olarak soruyorum. kolonları ek yapıyorlarya demirleri yarıya kadar indirip bağlıyorlar . Demirleri yarıya değilde diğer kolonun dibine kadar indirse sağlamlık olarak fark yaratır mı
@@furkancpl4933 o şekil olmaz çünkü esneme salinim payı kalmaz demek istediğinizi gayet iyi anladım ben inşaat yüksek mühendisiyim aynı zamanda cirakliktan gelme çocuk yaşlarda çekirdekten gelmeyim...Kolon filizlerinin içine girmesi lazım donatinin yani kolonun , bu şekil deprem anında örneğin filiz 1.00 mt -1.20 MT o filizlerden esneyip salınım yapıyor sağa sola ileri geri v.s ...Demir çok önemli ve etriyeler ve dikkat edin parça L şeklinde demir atıyorlar kolon içlerine çiroz deriz ...Etriyeler L olmaz kanca şeklinde U şeklinde olsa çok daha mantıklı ve sağlıklı olur , google kancalı etriye yazın ne demek istediğimi anlayacağınızi düşünüyorum....
Thank you for sharing your expertise and observations. Your input is valuable for improving the construction process and ensuring structural integrity. It's always great to have knowledgeable people in the community sharing their insights.
I am a developer in Cambodia. I am very satisfied with the work in your country, please advise, thank you.
I really like your way of making this steel, it's amazing
How they shaped that location in out the bars for the column was a fantastic idea 2.00
Wow nice work my guys👏👌
I like that job I work the same thing here in the Dominican Republic
Hell yeah bro! What do they call your trade down there?
Hopefully with more engineering.
These picks put lives at risk.
brilliant work guys. well done
The rebar legs should face outside also stirrup hooks should be around 135 degrees not 90
Μπράβο παιδιά βλεπο κάνετε πολλή καλή δουλειά να είστε όλοι καλά
Họ để sắt cột sai
Very good👍👍👍
👷👷👷👷
¡¡¡Excelente trabajo!!!!
Well Done guy`s
last 90° bend in stirrups is an error, it can lead to failure at that point, but more important is column rebar 90°bend should radiate out, not in... in leads to too much bar in the center increasing risk of poor concrete fill
Column longitudal rebar bends facing inside at base lead to congestion and poor compaction at that zone, totally right..
So... how much stories can that building safely rise? There's plenitud of rebar in those columns.
@@TheSolver-PR load design for a specific column it doesn't depend just on rebar, but also in concret grade C18 C25 C50 ? and work quality length vs area (buckling) not to mention ground quality (not all sil has the same load capacity) , you would need a complete blueprint of the building and a soil study to make such a determination
Column rebar 90 bend means development length of column in engineering term. There is rule of placing rebars in different direction to acquire the strength of materials used.
It's all an error mate.
This is going to be a five storey building.... Would you sleep in it.?
No clue what they are doing.
At a.
Good job 🤝🤝🤝👍
Estos trabajadores iraníes son buenos 😊
Good luck 👍
Good job thank you for video
Thank you for your comment .
Here in the Dominican Republic we put the leg of the column out
Perfekt 👍👍👍👍👍
great 👍
Sharing knowlegde is the best and improve together.
Spacing between two bars can't be less than an inch and half; otherwise, aggravates won't pass through
.... Least of the problem.
No drawings. No calculations. No engineering.
.... And apparently this building is going up five storye.!!!!
Pray for the people in it when it collapses.
Absolute nightmare. No clue what they are doing.
@@scarabooshable I've never seen a building with supposedly no engineering have such big columns with this much rebar.
Salute bonsoir 🇭🇹🇭🇹🇭🇹💥💥💥💥🔥🔥 🔥 🔥✈️✈️
❤❤❤ Thật Tuyệt Vời ❤❤❤
I hope you know and accept that doweling columns/zones and walls is easier on bottom steel not after top-ste
Good
Semangat boss
জামাল
spacing of longitudinal rebar in columns seems a bit too close ...
It would be simpler to make a complete metal building. It's 50% iron anyway
nice
Oookay. 😂
i like to share video
Civil engineering wondole Guydara from ethiopian Adis abeba exactly countenou
고층 건물이 아닌 것 같은데 철근 배근양이 엄청나군. 한 10층 이상 올려도 되겠다.
The building has five floors
duno why they bunched up those L bars like that.
What is the country?
iran
.... Look forward to the news report when it collapses.
Please I need your experience
If you have any questions, ask
I want to know more
@@howismade981 Please I want to work with you
@@matarcham7040 This project is in Iran,. Ask if you have any questions
@@howismade981 It's so beautiful and good I want to join you guys
👌👌👌👌
Grave error el doblete de varilla es hacia afuera y no cumple las normas de espacio de respiro entre concreto varilla esa construcción se caerá no es flexible así como poca varilla es malo también el exceso
👍👍
THEY INSTALL COLUMN REBAR WRONG
تركيب العامود بهذه الطريقة غلط يجب ان تكون الزاوية إلى خارج العامود وليست إلى الداخل لانها ستسبب كثافة تحت العامود وستمنع الخرسانة من التوغل تحت العامود
It needs to be designed properly for what it it is going to support.
Full stop.
👍 my muslim brothers
estoy viendo vidio doblete varillla es pa fuera es verdad el comentario a fin alcabo no soy de ese pais yo creo en mi opinion hay error como trabajan
Can't see a drawing anywhere so assuming they are winging it with no calculations.
.... This, people, is why we see RC structures collapsing on news reports.
Often killing and trapping unaware users of the building.
Stop. Please, please stop.
Get your buildings designed properly, and the works supervised by engineers.
It literally isn't rocket science.
Watching this is making me nervous.
Dear friend, this building, including columns, roof, foundation and other structural elements, has been designed by software and has been approved by the municipality of the region. Of course, if a strong earthquake occurs, no structure can be said with certainty that it will resist. But if there is a specific place that is not implemented correctly and does not have enough resistance, I will be happy to mention it .
adding extra reinforcement in the columns is more worse than having not enough. because it will not give you enough time to escape during collapse. but some people think more is better, which is always not true.
A lot of mistakes made in that reinforcement, wouldnt pass my inspection
Could you mention them please? I'd be curious to know.
Countless mistakes. binding wire should be double looped and with the right thickness of the wire. poor binding. it will break during concrete is poured. also 90 degree bend are useless on the stirrups. should be 135 degree. there is no concrete cover provided either. Over did steel enforcement. Ld other way around........
Don't see a feminist there 😋
Pésimo amarre
Terrible. wouldn't be allowed to build so poorly in Europe! This building would be torn down again immediately.
Why?
😂
Who give a fuck about Europe
you must learn more about construction engineering
Et pourquoi eclairez nous svp
Kolon etriyelerini kanca şeklinde 45 derece yapın kolay gelsin...
bilmediğimden soruyorum 2. katın kolon demirleri 1. katın yarısına kadar sarkıtılıyor dinine kadar sarkıtılsa sağlamlıkta fark yaratırmı
@@furkancpl4933 videodami öyle yapıyorlar tam olarak inanın anlayamadım ne demek istediğinizi .?
@@ismailyasar2209genel olarak soruyorum. kolonları ek yapıyorlarya demirleri yarıya kadar indirip bağlıyorlar . Demirleri yarıya değilde diğer kolonun dibine kadar indirse sağlamlık olarak fark yaratır mı
@@furkancpl4933 o şekil olmaz çünkü esneme salinim payı kalmaz demek istediğinizi gayet iyi anladım ben inşaat yüksek mühendisiyim aynı zamanda cirakliktan gelme çocuk yaşlarda çekirdekten gelmeyim...Kolon filizlerinin içine girmesi lazım donatinin yani kolonun , bu şekil deprem anında örneğin filiz 1.00 mt -1.20 MT o filizlerden esneyip salınım yapıyor sağa sola ileri geri v.s ...Demir çok önemli ve etriyeler ve dikkat edin parça L şeklinde demir atıyorlar kolon içlerine çiroz deriz ...Etriyeler L olmaz kanca şeklinde U şeklinde olsa çok daha mantıklı ve sağlıklı olur , google kancalı etriye yazın ne demek istediğimi anlayacağınızi düşünüyorum....
No it isn't easy. What are they supporting.?
None of you know what the fuck you are doing.
... Front a British formwork joiner.
How many floor going up? 20? U used so much steal looks more than enough around the building height..
The building has 5 floors
Dangerous. Very dangerous. Even for 2 floors.
@@howismade981 You're going to kill people. Where are your drawings.?
No way that will support 5 floors.
💔 ρ尺ｏΜ𝐎ᔕᗰ
Good