✅ Design of One Way Slab Reinforcement Details | Green House Construction
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- Опубликовано: 1 май 2020
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What is ONE WAY SLAB:
1. One way slab is a slab which is supported by beams or Brick wall on the two opposite sides to carry the load along one direction.
2. In one way slab, the ratio of longer span (l) to shorter span (b) is equal or greater than 2, i.e Longer span (l)/Shorter span (b) ≥ 2
3. One way slab is spanning in the shorter direction with main reinforcement and the distribution of reinforcement in the transverse direction.
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You done it with an amazing explanation, thanks from India 🇮🇳
Mantap..👍👍
The word" teacher" meaning define by ur teaching style and explanation
& thanks fram JADAVPUR UNIVERSITY.....😍
keep going sir, i am watching from Bangladesh. Thanks a lot
Thanks
sir software name please
thank you...theory becomes easy to understand after watching such video...eye opener...thank I really need more of these videos
Yes right. That is the purpose I want to bring to You and everyone else. Thanks you so much
Best and perfect tutorial with great 3D supporting drawing
Really happy to hearing that
Very helpful💯
Very nice idea my friend
Thanks pro
Nice brother thanks for your time
Thanks you so much . Have a nice day sir
Thats very good video thanks for uploading
Thanks you so much sir
Thanks so much, very useful
Have a nice day sir
Nice idea, God bless
Thanks
Good job
Thanks you so much. Hope you like it
I like it
Thanks
Amazing video
thanks
Super❤
Awsome explanition
Thank you so much
Thanks😊
Have a nice day to you
Thanks
nhờ ad làm màu phân loại thép chịu lực với thép cấu tạo cho dễ nhìn ah
What if the slab is supported on three sides only, is it considered as one-way or two-way??
Thank you sir it helped me a lot and just i asking one question that distribution bars will be place over on man bar or it will be under the man bars?
Good question. If 2-way slab. It does not matter over or under will be ok. But in 1-way slab . Distribution bar in a under layer bar will over main bar. Distribution bar in a over layer bar will under main bar. Are you understand?
Hi sir! May I ask what software did you use for the modeling and animation? Thank you very much.
Trust in Jesus Christ
Thank you lot
Thanks sir
@ no sir I am student. You called me student.
Ok student. Wellcome
@ your video is very helpful for learning my engineering education.Kindly continue your good work. I am learn from Bangladesh. Salut sir
You are always wellcome .
Provide at least hidden beams or U section bars to support the cranked bars
chuyên nghiệp
thanks
What if there is a hole provided for staircase?
Sir what is the advantages or disadvantages if u used two way slab RSB to one way slab design?
Waste of rebars
Thanks sir, what is name of program using to drawing it please 🌹❤️
There is not top extra bar could you please tell me why you have not given top extra bar.... ???
It's always shorter bars on the bottom of slab to carry the weight. Correct?
Its right 👍
@ thank you
How much short span can be designed for one way slab? Can it be useful in big buildings and is it economic design? Please reply
It does not matter how long shorter span is. One-way slab applied when longer span >=2 shorter span and other factors indicated in this video( please see details in video) . In big building , slab will divided many size and shapes. There are many oneway slab and twoway slab. And you will applied follow the rule for every kind of slab. Finally, this is so good design and economy. Thank you so much
Hi i want to ask what is curing? Basically how many days for curing? Sorry it is out of the topic
28 days for 99,9% of concrete curing sir
please tell me amination software name you use
Hello Sir! Thank you for the all information. It helped me a lot. I wanted to ask you. What does "Thép chiu luc uon 1/4 chieu dai 2 dau" means? It's written on 5:14. Thanks in advance.
Thank for your commented. I explain for you as below:
Above main rebar layer (1 side) = 1/4 the length of span in it.
Example: span of short slab = 4meter. So the main above bar will 1/4*4 = 1meter per side
@ Thanks a lot and keep with the good work.
Trust in Jesus Christ
Are there no beams connecting the slab to the brick walls?
Yes sir, beam is no necessary beam in this case. Beam or brick wall is ok
@ thanks, sir
What is spacing of main bar as well as distribution bar
Main bar is 100mm and distribution bar is 150mm sir
where is top extra bar ?
How much would you charge to design a simple stilt house for me. 4 bedrooms.
In India we crank alternative bars alternative sides. But you crank a bar on both sides. Please Explain which method is good.
Good question. Both methods are adapt technical requirement. space of crank bar to crank bar in one side is about 20cm . Its does not matter alternative bars alternative sides. Two side are saperate moment. So, both method is same qualify.
cho em xin sơ đồ tính mômen của sàn này ạ
One way slabe maximum length and width???
The length >= 2 time the width
Distribution bars spacing notmentioned
Distribution bar is longer span direction . Spacing is 10~20cm is reasonable. Thanks
sir you did not indicate the thickness of one way slab.
The thickness of slab is 100mm
Where is top extra bar.
Trust in Jesus Christ
where is beam
This slab is supported by beam or brick wall.
Where is two way slab
You can find this channel video
This is wrong
Wrong!!!
The anchoring is not performed at the ends of the bar!
It is necessary in the one direction slab.
And a protective layer of concrete not less than 50 mm.