How to design of cantilever slab rebar and one-way slab reinforcement details 

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Bạn cung cấp hình ảnh rất rỏ nét, xem xong có thể triển khai thi công được. Cám ơn bạn.

Rất hay và đẹp mắt, dễ nhớ để thi công và thiết kế

Esos refuerzos en Zunchos Hacen de Negativo, Positivo y Cortante a la vez.......muy bien. Me gusta......👍🏼

Rất chuẩn đúng với cấu tạo thép.!

I am a construction worker i saw this channel now i am subscribed thank you 🙏 From India

Excellent, really well explained without the need of any voice over. Very well illustrated. You have very well explained which even a layman can understand the basics. Thanks for sharing your knowledge....God bless you.

Excellently done ! ~ Soothing music!

Rất thích video bên anh. Chi tiết đơn giản dễ hiểu

Doc !!! Perfetto 💯 abbraccio da Roma tutti architetti che lottano in Italia 🙏 ancora 👁️👁️

Excelente esplicacion visual. saludos PGG

Nice work. Keep it up. 👍

Thank you very much! This channel is helping me grow as a civil engineer. Keep it up man!

Muy bueno la verdad de lo mejor que he visto

Superb! Thank you for sharing this video!

Good knowledge offered to upcoming Engineer like me

Your a great person i believe.

Thanks...good work

Excelente video !!!

Good presentation

Very good . You are great civil engineer

Amazing.. Good jobs👍👍👍

Ya hubiera querido tener este RU-vid cuando estudié.

Hello Im from indonesia 🇮🇩🇮🇩

Very useful vedios. Waiting for the next one

Just onother knowledge on point... 👍👍👍Good luck to your channel 🙏

Thank u , yourtips is good

thank you for your presentation

Superb video sir

Có tiền đừng thuê mấy thằng thợ vườn làm hoặc thằng ẩu.. hãy làm bằng sự hiểu biết tốt nhất và cái tâm😊

I work now on my new house little little thanks boss.. i know little liittle as a contruction

Good job sir

Muy bueno tienes mi like. No soy constructor ,pero es bueno saber eso. Para cuándo construya la mía.

It's helpful with us

I like your videos

Very good

GOOD VIDEO

I'm not a structural engineer. But those slabs on both sides will fail at some point. They aren't really connected to the main slab.

Best vedio explained

si alguien desea dar a conocer o explicar algún sistema de construcción, lo mas recomendable seria instruirse o apoyarse en fuentes certificadas, de lo contrario , suele confundir a los constructores que buscan apoyo en este método de inf digital, a lo que conlleva generalmente a malas construcciones . el manejar software para modelar y diseñar estructuras en 3d no quiere decir que sea correcta la información plasmada en el. OJO, al investigar apóyense en canales donde sus autores sean certificados . sin ofender.

Thanks again for our video

It's really helpful for me Thanks for the video 👍 "Sv "

Rangkaian yang sempurna 👍👍👍👍🇮🇩🇮🇩🇮🇩🇮🇩

video good #hongappollo video hay a

No back span on the cantilever? If this frame is used to resist seismic, then ties should be provided at the column joints.

Awesome video 👌👌👌👌👌👌

Very clear in detail.

The cantilever will fail

Beautiful explanation

rất hay

Konsol teşkili yanlış, demirler karşı döşemeye geçmesi gerekir. Karşı döşemenin1/4 u kadar Kirislerde üst demirler sadece kanca değil kiriş yüksekliği kadar kolonun içine diklemesine inmesi gerekir. Kancalar yetersiz

... No quiero desmotivarte, al contrario te felicito por videó y diseño 3D dinámico... Solo falto que en el volado tenga varilla tenga la loseta de hormigon, varillas D16mm en la parte superior de la loseta... Pues ahí está la mayor carga... Y además, alguienien puede caminar, para dar mantenimiento, y ó pararse para izar objetos. Y estas hermanada con 1D8mm@30cm...Es decir las barras de azul = 1D16@30cm. Y además una malla electrosoldada junto al tablero de encofrado 1D10@15.

Very useful teachings

Los hierros de las placas voladizas no están bien apollados, ellos deben de ir apollados sobre el acero superior de la viga para que cumplan una funcion segura, los voladizos siempre se deben de manejar con un criterio TEGNICO muy seguro porque sólo dependen de un solo apollo, soy maestro general de obras civiles certificado con matrícula del Consejo Nacional de ingeniería y en con los más de 30 años dirigiendo obras he lidiado con diferentes citaciones de diseño estructurales donde uno como ejecutor de la obra está en todo el deber de hacer algunas opcerbaciones tegnicas cuando ciertos diseños no cumplen a cavalidad con la seguridad de una construcción.

Excelent Job how many tons iron and concrete u used for this ;)

Superb helpful

Văng như vậy chỉ để trang trí chắn nắng mưa thôi. Yếu lắm. Để chậu cảnh hay đồ nặng chút lên là nứt.

The anchoring of the console rebars is insufficient. Also the console needs armaments at the bottom too - it is needed to prevent cracks and secure the vertical oscillations during an earthquake.

Super. .we want more Animated videos like this

Khoảng giữa dầm chịu momen dương lớn nhất lên tăng cường thêm cốt đai .

Sangat bermanfaat 👍

‼️‼️🚫 You are showing how to collapse a cantilever quickly .... I hope so that you correct or remove soon your great animation ⛔️‼️‼️

Muy buena.esplicacion magnifica mil gracias

Cảm ơn bạn

Good contrucsiont

Good 👍👍👍

Anh cho em hỏi là anh dựng mô hình dựng video bằng các phần mềm nào vậy ạ ?

Excellent

Muy lindo dibujito, pero no hagas estructuras reales porque vas a tener problemas serios

nice

Was it Sketchup that you used in this animation? (I have just browsed through all 477 comments looking for this answer but to no avail)

like 👍

Why cantilever slab goes down & made reinforcement like sunken slab ,when there is not any toilet 🤔 I think cantilever slab should be connected with main slab

Excelente

it very but how much day's will be expected to remove the form work for cantilever ,slab and beam

Hmmm this design will fail...

Thank You very much

the connection of the cantilever slab to the beams is frightening. please do not do this in real life.

In this case, Cantilever rebar should be fully anchoraged into beam and have rebars tie back put into the one way slab.

Ön ve arka kolonlarda birinde düz digerinde kırık demirler kullanıldı aynı olması gerekmezmi farkılı olmasının sebebi nedir.?

good video but way toooooooo unnecessarily long

Thép sàn cạnh ngắn bao giờ cũng nằm bên dưới, vì độ võng của nó sẽ bé hơn và ko ảnh hưởng (phá vỡ) bê tông bảo vệ

очень интересный контент

Tus barras en el voladiso tienen q pasar la viga y acoplarse a la losa por lo menos cn un metro de distancia.

Besi tulangan atas katilever selang satu bisa terusan dari besi plat yang bawah di kromokan di tengah balok. Besi tulangan bawahnya bisa dipasang spt gambar, setengag tulangan atas.

Thank You very much Sir. Which Software you are using for that work?

Gracias a la magia digital el alero voladizo no se cae 😂😂😂

Is your provision of cantilever beam top bar anchorage length of the bar long enough ??? Which code are u following ???

اعتقد ان هناك نقص يجب وضع قضبان حديد علويه في البروز وتكون داخله في السقف مره ونصف طولها اما على هذا الوضع سيسقط البروز

Cantilever slab When we put a load on it, it will fall.

What software did you use to do this animation ?

Which application you used to create this animation

Super Animation video

This designed will collapse wrong rebars reinforcement design

Does not have anchor length. is correct?

Use a good cable stressing system or high tensile bar stressed back to beam and column and pressure grouted.

Which software are uses in this vedio

Video mô phỏng đơn giản, cung cấp hình ảnh trực quan dễ hiểu xong phần thép sàn conson(thép chịu lực trên) được cắm vào thịt bê tông của dầm không có một thanh sắt dọc theo chiều dầm neo lại là thiếu sắt. khi chịu tải trọng bẻ xuống có thể phá vỡ kết cấu của dầm vì bê tông chịu lực kéo yếu(thanh sắt đó lên bố trí nằm dọc theo cạnh trong của dầm).

Awesome 👍🏼

Cantelever steel wrongly placed. No Ld. Column veam junction rft not provided. But presentation is good. Try to take help of a structural engg to make it perfect