32:20 pr jo aapne distribution steel calculation mai btaya h kic ode IS 456 mai clause 26.5.2.1 se minimum reinforcement for mild steel(Fe 250) lia h 0.15 % of thr total cross section area by whi par agli line mai likha for Hysd Bars (Fe415) k lie 0.12 % of total cross sectional area lena hai as Fe415 is mentioned in Design Problem so why you considered mild steel (fe415)?
I didn't checked value whether it's correct or wrong, but the procedure is pure correct. Loved it brother ❤️ Thank you so much. Please make video on Design of 1) two way slab 2) cantilever slab 2) continuous beam/simply supported beam/cantilever beam 3) RCC retaining wall Thank you (And one suggestion: please make those design on excel sheet short and sweet. Then sell it)
A simply supported slab of a corridor of a hospital building has a clear span 2.5M and is supported on beams 230mm width. Design the slab, if the beam is carrying a live load of 5kN/m². Use M20 concrete and HYSD Fe415 bars. Can you make video on this question?
Bhai bht jda pe ess Question ko azeeb dang se kr rkha hai... "d" calculate krne k liye K1, K2, K3 le rha hai.. Mre kch smj ni aara vo Jo tareka aapne btaya esse hi krlu na design marks to cut ni hoge???
Deff. = 115mm hoga
The word" teacher" meaning define by ur teaching style and explanation
Thank you sir
Best explaination❤❤❤
Clear cover to add krenge n simply supported k liye
140-20-5=115
32:20 pr jo aapne distribution steel calculation mai btaya h kic ode IS 456 mai clause 26.5.2.1 se minimum reinforcement for mild steel(Fe 250) lia h 0.15 % of thr total cross section area by whi par agli line mai likha for Hysd Bars (Fe415) k lie 0.12 % of total cross sectional area lena hai as Fe415 is mentioned in Design Problem so why you considered mild steel (fe415)?
I didn't checked value whether it's correct or wrong, but the procedure is pure correct.
Loved it brother ❤️
Thank you so much.
Please make video on
Design of
1) two way slab
2) cantilever slab
2) continuous beam/simply supported beam/cantilever beam
3) RCC retaining wall
Thank you
(And one suggestion: please make those design on excel sheet short and sweet.
Then sell it)
bro apka nober send karo kuch kam hai study releted
A simply supported slab of a corridor of a hospital building has a clear span 2.5M and is supported on beams 230mm width. Design the slab, if the beam is carrying a live load of 5kN/m².
Use M20 concrete and HYSD Fe415 bars.
Can you make video on this question?
Thank you…conceptually very clear…
Thank you 😊
sir sometimes while calculating effective depth, the dia of the bar is considered and sometimes not. Please tell when to consider and when not to.
Sir factor moment nhi nikal ke design shear moment vi kar sakte he .
धन्यवाद सर,
ऐसा तो पेड कोर्स में भी नहीं पढ़ाया जाता है
Thankyou 🙏
@@CivilInside sir area of tensile reinforcement ka 142.3 ara
@@CivilInside pls help😓
@@mohammedabdulahad9826 Sir, dubara check kijiye apni calculations shyd calculation mistake hogyi ho.
@@CivilInside kal se try karaha hu sir😓😓
Sir if it comes as under reinforced during the checking step what should we do? How to design further?
thank you sir very helpful
(Tou)bd kya hoga.
Good explanation.
All good. Ty.
Where to provide development length in detailing?
Please make video on total deflection
(Short term+creep+long term+temperature)
Ly/lx >or equal to 2 =one way slab 3:52 aap ne opposite bata hai
Shi to bataya bhai
sir IS code me simply supported ke liye L/D ki value 20 di gayi hai or aapne 25 li hai. kaise or kyu??
mast hai sir jiiiiiiii
L/d ratio 20 hota hai na bhai ss ke liye
Thankyou sir
How do we get D=0.15 in dead load, can you please explain elaborately
Given in is code
@@abhimanyuverma-0174 page and clause?
Nooo it's wrong it's 0.14
Because we have got 140 mm in calculation of D
Effective depth 115
D eff. Should be 115
Agar beam ma devolopment ka check fail ho jya tho us ka kya solution ha sir
Check for development length me Ld ki value zyada aa rhi h. Your calculation is wrong. Ld agar zyada aae to us case me kya krenge??
Sir distribution steel me 0.12percent lenge na kyunki fe 415 given h question m... Please clear my doubt.
Take it according to ur question
ua-cam.com/play/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu.html, refer this one also
Can anyone tell me. why do we take b value as 1000mm? 20:45
Because we design it for only 1m or 1000mm
Thanks for the video
Thanks for watching.
Bhai ast kaisa calculate krna hai bhai
Mu = 0.87 Fy X Ast X d[1- ast x fy / b x d x fck]
sir
I'm getting d(req)= 6250.2016? u getting 88mm
Tq❤
ua-cam.com/play/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu.html, refer this one also
I’m getting d req 19.85 in my limit step how u get 88
Bhai bht jda pe ess Question ko azeeb dang se kr rkha hai... "d" calculate krne k liye K1, K2, K3 le rha hai.. Mre kch smj ni aara vo
Jo tareka aapne btaya esse hi krlu na design marks to cut ni hoge???
deff = 140-20-5 = 125 how
27:00
can i get the pdf of this
Ld ke value shi nhi h
Feet inches system mai Two way slab kaisay design karthi hai
METER MEIN KARLO VALUES CONVERT AUR LAST MEIN DESIGN KE VALUES KO BACK TO FEET AUR INCHES MEIN
Bro how to solve Ast??
Use calc.
Is ka uper ik vedio banan
chk for deflection Is Wrong..
Yess ... L/d provided is greater than L/d maximum
KT wrong liya hai 1.55 nahi a raha hai
1.35 aayga
54:00 how 470mm reply if someone know
It is not 470 it is 410 from 29:57
Tove ki value kya hai
140-25=125
Lol....115
Tq 🥰 😘❤️
All the best.
D=125 kese hua @@CivilInside
11470000 n.mm,, M1 value???????
Ld kaise aaya
The value of Effective depth is not correct
Last wala check bhi galat he
Sir WSM ke liye bhi yahi steps hai kya solve krne ke liye...?? Please reply
ua-cam.com/play/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu.html, refer this one also
Kya rajya chuk Gaya n tumhara 115 kr jagah 125 likhre n
Galat likha hain 140-20-5=115 hain
ua-cam.com/play/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu.html, refer this one also
Wahi to but 125 Consider kar ke Lecture over kar Diye
Sab wrong hai
ऐसि गलत भिडियो मत डाला करो भाई । ईसे यु ट्युब से जल्दि हटाओ।
Laura chijo aur complicated kar rhe ho
thank you sir very helpful
140-20-5=115