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

Study how to Design a Two Way Slab for given data with Proper Procedure & Design Aids (Checks).
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[@satyawandhobale2671]

4000/25=160 hona chahiye

[@-SIMANTANATH]

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

[@middleclasscooking5590]

This is absolutely awesome sir, Thanqq for the video.

[@souvik.fingtore]

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

[@ritamdas9114]

I see

[@simantakumarbhattacharyya5538]

I see(2)

[@souvik.fingtore]

@@ritamdas9114 finally topper arrived 💀

[@Structure_Engineering]

​@@souvik.fingtoreUnfortunately your English is so good and I got it that's not 'from' that's 'fram'😊

[@aamirsohel4966]

I am very grateful to you

[@souvik.fingtore]

informative and quality content.

[@engrzohaibshoukat9570]

GOD blessed you with good health and sucess .

[@CivilInside]

Thankyou :)

[@shraddhawatade8861]

Excellent 👍🏻

[@dippu8929]

Thankyou❤sir very thanks😊

[@rohitbindoriya9510]

Thankyou sir❤️

[@shivangisingh3326]

best explanation

[@roshni5864]

Superb sir Tq so much🤟👌

[@CivilInside]

Welcome 👍

[@Structure_Engineering]

Thanks a lot

[@sagartharu0269]

Thank you for much 🙏 sir

[@sudkrishna5703]

Thank u सर

[@GeetaLingarkar]

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

[@AHoney-xl9ux]

Excellent

[@CivilInside]

Thank you so much 😀

[@ravi-js2hr]

Vry nice....

[@CivilInside]

Thankyou :)

[@allaboutcivil2590]

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

[@lifeisnothingwithoutgoal4723]

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

[@pradipsingh1220]

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

[@tomson3239]

No bcz live load is greater than 3kn/m2 so we use 20 ,26 ,27 like one way slab

[@nikhilbhariCoachingclasses]

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

[@chhotubabunitkkr4893]

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 😢😢😢

[@VipinVerma0624]

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

[@vedanshgarg7938]

30:37

[@nityampathak6626]

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

[@mahmadtohidqazi7845]

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?

[@newera5773]

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

[@immortalplaysyt3015]

2:30 D/l is160 buddy

[@vjyvncnt]

Shear force 0.5*wu*Lx ????

[@newera5773]

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

[@riyazpasha3720]

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

[@civilsajid1267]

😂😂😂😂

[@ritesh_8083]

How to find Vu value

[@shyamalkumar4767]

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

[@farazalikhan5242]

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

[@injamul8472]

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

[@defencegyanxpt9363]

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

[@kiranchoudhari7811]

is this simply supported?

[@muralijajula1240]

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

[@vydeelingumseeveeren9699]

true

[@CivilInside]

No sir, Effective depth value will remain same in X & Y both direction.

[@samariadebbarma1]

@@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 .

[@a-zgyan5000]

D =160 calculatin error

[@unpluggedhubtv9140]

Modification factor smjh ni aya bhai

[@chintu9969]

Modification factor is 1.65

[@CROW-pu9vc]

What if floor finish didn't give

[@onkarmestry9936]

Then assume it has 1 Kn/m²

[@sushimkumar3055]

4000/25=160mm. why 180mm?

[@prajjwoltimilsina3093]

Cover

[@CROW-pu9vc]

​@@prajjwoltimilsina3093 what do you mean

[@NileshSingh-xd5vq]

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 😢

[@maheshgadginmath698]

Please I want IS 456,2000