Depth of Beam and Reinforcement for G+1 Storey Building
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- Опубліковано 17 лис 2024
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Very informative for non-technical persons.... Well explained....
Really great I like your teaching 🇵🇭
Take love from Bangladesh.
We from karnatak very usefully information thks a lot
Thank you sir welcome informative and helpful
Clear explanation.thank you sir
Thank you for all of your videos 🇹🇹
Greetings.
If the distance in between two columns is 17th feet than what will be the beam arrangement or beam reinforcement??
Awaiting for your rapid knock. Advanced thanks
Well explained, but my question is , this Pakistan house 5 marla, do they have colum and Plinth beam, tie beam, coz I see only bulding with brick s
Sir Thanks For Teaching 👍🏻✌🏻
Sir what about the grade beam for g+1
If we use 2 bars of 12 mm and one 16 mm at the bottom , wil it correct ?
Bro, if we use RR masonry, How the load distribution changes? And what happens to building design? is it same or differs??
Very informative thanks
What a great information thanks a lot
Informative video thanks
Well explained .thank you
Thanks for these informations
19 feet span slab beem size sir
sir what about depth of foundation
could you put correct reinforcement pictures ? a picture is worth a thousand words. Best regards .
The structure made is not simply supported . Kindly correct it. RCC structures are monolithically casted and fixed framed. BM at fixed ends is more.
Measurement 1 hi bataya kro sir
Kbhi mm to kbhi inches to kbhi ft
Walykumu Salam.Excellent teachings but I’m greatly confused is it recommended is it absolutely necessary or simply a good idea to have plinth beam on a G + 0 story ? ( non earthquake area) greatly appreciate your knowledge
Thanks bro
There is reaction the numbers of bars must be the same
Than you sir 👍👍
G+2 storey please one vedio
👍👍👍
M15 not M20