Depth of Beam and Reinforcement for G+1 Storey Building
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- Опубликовано: 13 июл 2021
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Take love from Bangladesh.
Very informative for non-technical persons.... Well explained....
Thank you for all of your videos 🇹🇹
Really great I like your teaching 🇵🇭
Clear explanation.thank you sir
Thank you sir welcome informative and helpful
Well explained .thank you
What a great information thanks a lot
We from karnatak very usefully information thks a lot
Thanks for these informations
Sir Thanks For Teaching 👍🏻✌🏻
Very informative thanks
Informative video thanks
Bro, if we use RR masonry, How the load distribution changes? And what happens to building design? is it same or differs??
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
Thanks bro
Than you sir 👍👍
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
If we use 2 bars of 12 mm and one 16 mm at the bottom , wil it correct ?
Sir what about the grade beam for g+1
sir what about depth of foundation
👍👍👍
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
There is reaction the numbers of bars must be the same
Measurement 1 hi bataya kro sir
Kbhi mm to kbhi inches to kbhi ft
could you put correct reinforcement pictures ? a picture is worth a thousand words. Best regards .
G+2 storey please one vedio
M15 not M20
The structure made is not simply supported . Kindly correct it. RCC structures are monolithically casted and fixed framed. BM at fixed ends is more.