✅ Column Beam Slab Structure in a big span 8M- Rcc Structure
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- čas přidán 6. 08. 2024
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Not meeting with IS standard.The load on middle beam will be more than end beams.Gutter slab to be designed as cantilever slab & gutter edge beam reinforcement to be reduced.No corner slab torsion reinforcement .
Tnq for your great information. All the best for further information.
it is the best video thank you very much
Thanks you so much. Have a nice day sir
The video was very informative
Thanks for your comment. Have a nice day
Спасибо за ролик . Очень понятно , и грамотно
Большое тебе спасибо. Хорошее здоровье
V Nice
Thanks you very much sir
Pretty Video... Engineering doesn't seem to add up!
thanks
Good work,
but where are the compressive and tensil bars at the supports.
no crank bar. hopefully the structure is for residential use
thank you for your opinions
Thank you sir for this good video, Can i use this design for 4 storey home building?
Best Regards
Thank you very much. 4 story house will calculate following dedicated plan. Its dangerous if You use this desgin without calculated structure
Great job🌹
Thanks sir and have a nice day
Boa noite meu amigos estou construído uma casa preciso de orientação
Looks good but video demo is not according to basic engineering principles like we see in many teachings
Can you please upload a detailed vedio regarding the 6.5 m structural RCC beam
Thanks for your suggestion
hello, why do you use the same diameter of bars for layer 1 and layer 2 in the slab, since the tension is bigger in layer 1? Are you just being conservative ? Also in the main beam you used the same number of bars and the same diameter in the upper and lower part of the beam. But the beam is tensioned in the lower part.
Your have reason to right. Your structural knowledge is really good. In our case, for safety reason . Diameter will bigger than calculation number.
What software used for this
What software is this?
What height for beam, and thicknes of slab?
height of beam will be 1/12th times of length of beam
Please explain why you did not use cranked up bars on your beams??
On the outer beams
I extended bar . It better than crank bar sir
Sir can u do a video on inverted cantilever beam?
Yes sir.
La musica è stressante
Ok sir
What should be the column size n its reinforcement....can we built it g+4
the size of column showed in this video sir. what does g+4 means?
Cho mình hỏi thép đai tại cột , khoảng cánh là bằng nhau à. Mình tưởng thép đai ở 2 đầu (1/4 của mỗi đầu cột) là mình bố trí dày hơn . Tại Sao bạn lại bố trí bằng nhau ? . Cảm ơn bạn mong bạn trả lời.
Bạn nói đúng rồi nhé. Tuy nhiên đây là công trình trọng điểm đoạn 1/2 giữa cột cũng được bố trí thép đai dày giống 1/4 2 đầu nhé bạn. Cám ơn bạn. Bạn xem video về cột ở các video trong kênh sẽ thấy rỏ điều như bạn nói
@@NHAXANHVIETNAM OK cảm ơn bạn. Mình đã đăng ký và like, và sẽ share
Kênh bạn rất hay
Cám ơn bạn rất nhiều ❤️
Klo bsa ada terjemahannya ke bahasa indonesia biar lbih gmpang dimengerti
Size of Column and beam not shownthen what is informative in this
So sorry. I didn't show the dimension
Shunaqa quradigan quruvchila bomi
What is the width of the columns
It is 400x600mm Dimension
I have a space for 18 x 5:50 mass slab
How often would I recommend putting my columnas and how thick
I would really appreciate your help
Need 0.79m beam?
Its too big. see video for your answer
4:25 those overlaps on the inferiors rebars are just a joke
At least it would be 50 diametres so 125 cm ...
You re a clown !