Design Of One Way Slab | Slabs | Design Aids | Hindi | IS 456:2000 | Limit State Method |
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- čas přidán 29. 06. 2020
- Study how to Design a One Way Slab for given data with Proper Procedure & Design Aids (Checks).
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#designofonewayslabs #designofslabs #limitstatemethod #designmethods #IS456:2000
Deff. = 115mm hoga
Thank you…conceptually very clear…
Thank you sir
Best explaination❤❤❤
thank you sir very helpful
The word" teacher" meaning define by ur teaching style and explanation
Sir if it comes as under reinforced during the checking step what should we do? How to design further?
140-20-5=115
All good. Ty.
Where to provide development length in detailing?
Thanks for the video
Thanks for watching.
Please make video on total deflection
(Short term+creep+long term+temperature)
mast hai sir jiiiiiiii
Awsom teaching...
Thanks for liking :)
@@CivilInside nice way of teaching paisa dene per koi asa nhi samjhta h
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
I'm getting d(req)= 6250.2016? u getting 88mm
(Tou)bd kya hoga.
Good explanation.
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
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😓😓
Tq 🥰 😘❤️
All the best.
Tq❤
czcams.com/play/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu.html, refer this one also
Agar beam ma devolopment ka check fail ho jya tho us ka kya solution ha sir
Ly/lx >or equal to 2 =one way slab 3:52 aap ne opposite bata hai
Ld ke value shi nhi h
L/d ratio 20 hota hai na bhai ss ke liye
D eff. Should be 115
Effective depth 115
can i get the pdf of this
I’m getting d req 19.85 in my limit step how u get 88
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
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
czcams.com/play/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu.html, refer this one also
Is ka uper ik vedio banan
Tove ki value kya hai
Can anyone tell me. why do we take b value as 1000mm? 20:45
Because we design it for only 1m or 1000mm
deff = 140-20-5 = 125 how
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
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???
Bhai ast kaisa calculate krna hai bhai
Mu = 0.87 Fy X Ast X d[1- ast x fy / b x d x fck]
54:00 how 470mm reply if someone know
11470000 n.mm,, M1 value???????
Ld kaise aaya
The value of Effective depth is not correct
Bro how to solve Ast??
Use calc.
27:00
140-25=125
Lol....115
KT wrong liya hai 1.55 nahi a raha hai
1.35 aayga
chk for deflection Is Wrong..
Yess ... L/d provided is greater than L/d maximum
Last wala check bhi galat he
Sir WSM ke liye bhi yahi steps hai kya solve krne ke liye...?? Please reply
czcams.com/play/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu.html, refer this one also
Galat likha hain 140-20-5=115 hain
czcams.com/play/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu.html, refer this one also
Kya rajya chuk Gaya n tumhara 115 kr jagah 125 likhre n
Sab wrong hai
Laura chijo aur complicated kar rhe ho
thank you sir very helpful
140-20-5=115