Design Of Two Way Slab | Slabs | Design Aids | Hindi | IS 456:2000 | Limit State Method | 

The word" teacher" meaning define by ur teaching style and explanation & thanks fram JADAVPUR UNIVERSITY.....😍

33.30 mu= (you have not included the effective depth after 0.87fyAst

informative and quality content.

This is absolutely awesome sir, Thanqq for the video.

GOD blessed you with good health and sucess .

Thankyou❤sir very thanks😊

best explanation

I am very grateful to you

90% concept clear. But, checking process is still confuse. May I request to minimize these confusion.

Thank you for much 🙏 sir

Thanks a lot

4000/25=160 hona chahiye

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 😢😢😢

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

Thank u सर

Excellent 👍🏻

Bro apne ax or ay ki value discontinuous ke liye nikali hai jo galat hai yeh to continuous hai

Sir ...nice explanation...but please write step number while explaining sums

First step you took L/d =25 But simply supported take 20 IS code Please clear

Superb sir Tq so much🤟👌

11:44 why you can't go with other cases

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

Good One...... Can u please share scanned file of solution of this question from the book u r referring it?

College wale BC online padhaay the ye topic jo bilkul bhi samajh nai aaya............ Lekin exams offline lerahe hai 😔

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?

Bhai Step 6 mai Ast ke man kaise nikla wo samaj nhi aa rha plz reply

In case three edges are discontinue so how to calculate Ast or how much time calculate Ast

Excellent

Thankyou sir❤️

If continuous slab hai to effective depth to L/D=0.8*40 hona chahiye from clause 24.1

27.45 Ast min = .85 /fy bd page 47 ye ne hota hai bhai?

Shear force 0.5*wu*Lx ????

2:30 D/l is160 buddy

How to find Vu value

4000/25=180.....? kabse aane lga

30:37

Not appearing properly

8:24 14.2kn/m2 not 14.2kn/m

What if floor finish didn't give

44:33 Ast req/Ast pro same kyn liya bhai

I think depth value is wrong in ly direction you take in effective span

is this simply supported?

Modification factor smjh ni aya bhai

It is simply supported sab, so this table is not applicable in this case.

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 😢

4000/25=160mm. why 180mm?

D =160 calculatin error

Please I want IS 456,2000