Design Of Two Way Slab | Slabs | Design Aids | Hindi | IS 456:2000 | Limit State Method |
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- čas přidán 30. 06. 2020
- Study how to Design a Two Way Slab for given data with Proper Procedure & Design Aids (Checks).
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4000/25=160
hona chahiye
This is absolutely awesome sir, Thanqq for the video.
33.30 mu= (you have not included the effective depth after 0.87fyAst
informative and quality content.
I am very grateful to you
GOD blessed you with good health and sucess .
Thankyou :)
Excellent 👍🏻
Thankyou❤sir very thanks😊
Thank you for much 🙏 sir
Thankyou sir❤️
Superb sir Tq so much🤟👌
Welcome 👍
best explanation
The word" teacher" meaning define by ur teaching style and explanation
& thanks fram JADAVPUR UNIVERSITY.....😍
I see
I see(2)
@@ritamdas9114 finally topper arrived 💀
@@souvik.fingtoreUnfortunately your English is so good and I got it that's not 'from' that's 'fram'😊
Thanks a lot
Thank u
सर
Excellent
Thank you so much 😀
Sir ...nice explanation...but please write step number while explaining sums
In case three edges are discontinue so how to calculate Ast or how much time calculate Ast
Good One...... Can u please share scanned file of solution of this question from the book u r referring it?
Sir I have done the whole question correct in my university exam but instead of assuming trial depth as lx/25 which is 180mm , I assumed it as ly/25 which becomes 240mm but in the whole question I used lx all my checks are correct is my marks deducted or not
Bro apne ax or ay ki value discontinuous ke liye nikali hai jo galat hai yeh to continuous hai
Sir I have a dought in figure
The main bent up bar will be below to distribute bar like main and distribution
Please explain me
Design an intermediate T-beam simply supported over and effective Span of 8.5 m supporting a RCC floor slab 15 cm thick monolithic with beams. superimposed load on a beam is 35 kN/m. the beams are spaced 4.0m centre to centre.
Sir pls solve this problem through video... Har bar ye problem exam me aata hai lekin kisi se solve nhi hota 😢😢😢😢 sir mai fail nhi hona chahta isliye pls ise solve kar dijiye 😢😢😢
How to know it's restrained slab or unrestrained slab?
In the qn it's not mentioned as corners are held down then y u have taken it as restrained slab?
2:30 D/l is160 buddy
If continuous slab hai to effective depth to L/D=0.8*40 hona chahiye from clause 24.1
No bcz live load is greater than 3kn/m2 so we use 20 ,26 ,27 like one way slab
90% concept clear. But, checking process is still confuse. May I request to minimize these confusion.
44:33 Ast req/Ast pro same kyn liya bhai
27.45
Ast min = .85 /fy bd page 47 ye ne hota hai bhai?
Shear force 0.5*wu*Lx ????
Bhai Step 6 mai Ast ke man kaise nikla wo samaj nhi aa rha plz reply
44:50 bhai l/d ratio beam ka kyu le rahe ho??
Page 39 pe slab ka l/d ratio given to hai 35 aur 40
Phir l/d ratio 20 lekar confusion ho raha hai kyuki wo to beam ka hai
How to find Vu value
College wale BC online padhaay the ye topic jo bilkul bhi samajh nai aaya............ Lekin exams offline lerahe hai 😔
😂😂😂😂
30:37
is this simply supported?
It is simply supported sab, so this table is not applicable in this case.
4000/25=180.....? kabse aane lga
Not appearing properly
I think depth value is wrong in ly direction you take in effective span
true
No sir, Effective depth value will remain same in X & Y both direction.
@@CivilInside par Sir apne toh y direction ke liye Ly = 5 + 0.161 = 5.16 m nikala tha na toh Ly and Lx kese same hoga .
Modification factor smjh ni aya bhai
Modification factor is 1.65
D =160 calculatin error
What if floor finish didn't give
Then assume it has 1 Kn/m²
4000/25=160mm. why 180mm?
Cover
@@prajjwoltimilsina3093 what do you mean
Please I want IS 456,2000
O sir jee 4000/25 = 160 hota hai na kee 180
Or phlee video me bhee mistake ker rkhee hai kya confuse kerte ho aap 😢