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Hello sir, I'm From India at Tamilnadu... your videos very helpful to us... I have a doubt,, why we can extend the crank bar for candiliver slab,,,its easy to us... Please explain sir.. Thanking you ✨🙏
If you see this video helpful, Please "SUBSCRIBE", like, share for further helpful videos.
Các bạn nhớ "ĐĂNG KÝ" kênh, like, chia sẽ để nhận được nhiều video hữu ích khác nhé.
Thanks again for our video 💯
Thanks
you're videos are very helpful I really enjoyed a lot, and all the important information that i get in this video is un-definable impressive
Really thank you to you
I get a lot of value from your videos. They help me grow as a civil engineer. Thank you very much! Continue the good work!
Really appreciated your comment. Thank you very much
@@NHAXANHVIETNAM Keep on making videos. I will support you!
Very good channel .. I learned a lot just watching some videos. 👍
Thanks
I love Everything Vietnamese
Thanks sir
cám ơn đã chia sẽ
Cám ơn anh
Muy ilustrativo, genial, Mil gracias.
Muchas gracias. Nos vemos en los próximos videos
Good
Hello sir, I'm From India at Tamilnadu... your videos very helpful to us...
I have a doubt,, why we can extend the crank bar for candiliver slab,,,its easy to us...
Please explain sir..
Thanking you ✨🙏
Thanks ❤️💯👍
thanks
Why you showing main bar of slab at below top of beam ,why not at top of beam...... please reply
How to calculate space between the main and distribution bars in one way or 2 way slabs?
Thank u sir
Good video be continued
Thanks you so muchj Sir. have a nice day
nice
well done
Thanks you so much
Good video
thank you very much, hope you enjoy it
Nice video.bro..
May i ask which software you used
Helpful
Thanks sir
Great work
Thank you so much. Have a nice day sir
Bikin Pembesian untuk kolam renang bos🙏🙏🙏
perfect!
Thanks you so much ! Have a nice day sir
Why L/4 secondary reinforcement provided if distribution load is very then bending moment and shear force diagram ?
Dạ em chào anh, dạ anh cho em hỏi anh dùng phần mềm gì để mô phỏng được vậy ạ!
Make video on flat slab with drop panel
Good idea
GREAT !
Thank you sir
what should be the inner(insertion) length of a cantilever main bar into the slab?
Viejo muy bueno, se podría saber el software que usás. Saludos
سلام دیدم که فارسی نوشتین یک سوال داشتم از چه نرم افزارهای یا Software استفاده می کنیم
مخصوصا در این کار
👍
one representing a cut piece and the other crank bar, correct?
Yes sir
@@NHAXANHVIETNAM when is one preferred over the other
Why less of bar in the middle, it's very important need more bar in the center slab
Thank for your opinion
At least cantilever main bar must extended to minimum of three times into the floor slab.
Sorry three times of which? In video , main cantilever bar extended to slab a distance by 1/4 span of slab. That is enough
Cantilever manin bars extended to 1.5 times into the floor slab.that is 1.5 x 60cm= 90cm
Hello sir, please design 2 m cantilever beam and slab on it for balcony
Yes sir. It is a big cantilever beam and slab .
Please do it sir
May I know the code you are using for the design of RCC?
مالفرق بين الكمرة الاول والثانية؟؟؟
whats the size of the column and slab?
Column size is 200x200mm and slab thick is 100mm
@@NHAXANHVIETNAM Thank you
stirrups end should be in compression zone i think you give them alternate in compression and tension zone !!!!
Yes, You are right
What is the software programs useing ?
3d softwares are can do this sir
The stirrup are provided in wrong way ,,
Stirrup should always have their hook on the compression side with consecutive hooks facing opposite.
Thank for your opinions
Ly/Lx is less than or equal to 2 two way slab
4/2= 2
Two way slab
Sorry, I want to say at least minimum of 1.5 into the slab.
Can you explain more your problem?
cutting no good
Thank for your opinion