✅ Column Beam Slab Structure in a big span 8M- Rcc Structure 

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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

The video was very informative

Спасибо за ролик . Очень понятно , и грамотно

Pretty Video... Engineering doesn't seem to add up!

Good work, but where are the compressive and tensil bars at the supports. no crank bar. hopefully the structure is for residential use

V Nice

Thank you sir for this good video, Can i use this design for 4 storey home building? Best Regards

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.

What software is this?

Boa noite meu amigos estou construído uma casa preciso de orientação

What software used for this

Can you please upload a detailed vedio regarding the 6.5 m structural RCC beam

Looks good but video demo is not according to basic engineering principles like we see in many teachings

Please explain why you did not use cranked up bars on your beams??

What height for beam, and thicknes of slab?

Great job🌹

Sir can u do a video on inverted cantilever beam?

What should be the column size n its reinforcement....can we built it g+4

Size of Column and beam not shownthen what is informative in this

Shunaqa quradigan quruvchila bomi

La musica è stressante

What is the width of the columns

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.

Klo bsa ada terjemahannya ke bahasa indonesia biar lbih gmpang dimengerti

Need 0.79m beam?

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 !