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
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?
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
The word" teacher" meaning define by ur teaching style and explanation
& thanks fram JADAVPUR UNIVERSITY.....😍
I see
I see(2)
@@ritamdas_ju finally topper arrived 💀
@@souvik.fingtoreUnfortunately your English is so good and I got it that's not 'from' that's 'fram'😊
This is absolutely awesome sir, Thanqq for the video.
informative and quality content.
GOD blessed you with good health and sucess .
Thankyou :)
33.30 mu= (you have not included the effective depth after 0.87fyAst
best explanation
I am very grateful to you
Thanks a lot
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
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
11:44 why you can't go with other cases
90% concept clear. But, checking process is still confuse. May I request to minimize these confusion.
Thank you for much 🙏 sir
4000/25=160
hona chahiye
koi baat nhi waise bhi nikalne ke baad thodi jayeda hi assume krte hai
2:30 D/l is160 buddy
Excellent 👍🏻
Superb sir Tq so much🤟👌
Welcome 👍
44:33 Ast req/Ast pro same kyn liya bhai
Bro apne ax or ay ki value discontinuous ke liye nikali hai jo galat hai yeh to continuous hai
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 😢😢😢
Thankyou❤sir very thanks😊
Sir ...nice explanation...but please write step number while explaining sums
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
Thank u
सर
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
Thankyou sir❤️
Good One...... Can u please share scanned file of solution of this question from the book u r referring it?
27.45
Ast min = .85 /fy bd page 47 ye ne hota hai bhai?
In case three edges are discontinue so how to calculate Ast or how much time calculate Ast
College wale BC online padhaay the ye topic jo bilkul bhi samajh nai aaya............ Lekin exams offline lerahe hai 😔
😂😂😂😂
Excellent
Thank you so much 😀
8:24 14.2kn/m2 not 14.2kn/m
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
Shear force 0.5*wu*Lx ????
First step you took L/d =25
But simply supported take 20 IS code
Please clear
How to find Vu value
4000/25=180.....? kabse aane lga
is this simply supported?
What if floor finish didn't give
Then assume it has 1 Kn/m²
30:37
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 .
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 😢
Not appearing properly
Modification factor smjh ni aya bhai
Modification factor is 1.65
It is simply supported sab, so this table is not applicable in this case.
4000/25=160mm. why 180mm?
Cover
@@prajjwoltimilsina3093 what do you mean
D =160 calculatin error
Please I want IS 456,2000