Design Of One Way Slab As per IS: 456-2000 With Detailing | step by step
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- Опубліковано 5 гру 2024
- DESIGN OF ONE WAY SLAB AS PER IS:456-2000 WITH DETAILING STEP BY STEP
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Design of One way slab Handwriting Notes Step by Step Link:-
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Detailing Requirements of Reinforced Concrete Slab as per IS456: 2000
a) Nominal Cover:
For Mild exposure - 20 mm
For Moderate exposure - 30 mm
However, if the diameter of bar do not exceed 12 mm, or cover may be reduced by 5 mm. Thus for main reinforcement up to 12 mm diameter bar and for mild exposure, the nominal cover is 15 mm.
b) Minimum reinforcement:
The reinforcement in either direction in slab shall not be less than
0.15% of the total cross sectional area for Fe-250 steel
0.12% of the total cross-sectional area for Fe-415 & Fe-500 steel.
c) Spacing of bars:
The maximum spacing of bars shall not exceed
Main Steel - 3d or 300 mm whichever is smaller
Distribution steel -5d or 450 mm whichever is smaller Where, ‘d’ is the effective depth of slab. Note: The minimum clear spacing of bars is not kept less than 75 mm (Preferably 100 mm) though code do not recommend any value.
d) Maximum diameter of bar:
The maximum diameter of bar in slab, shall not exceed D/8, where D is the total thickness of slab.
Procedure Steps for One Way Slab in the below section.
Design of One way slab
1.Based on the stiffness requirement assume suitable depth and calculate the effective span
2.Calculate the loads acting on the slab.
3.Calculate factored moment and shear force by considering the one-meter width of the slab
For simply supported slab
Factored moment =Mu= Wu× l²/ 8
Shear Force = Vu = Wu×l / 2
4.Determine the minimum depth required to resist bending moment by equating
Mu= Mulim = k×fck×bd²
b=1000mm
k=0.138 For Fe 415 steel and k=0.148 for mild steel
The depth provided should be more than this value
5.Determine the area of steel considering meter width of the slab.
6.Determine the spacing of bars by using
S= ast/Ast ×1000
ast - area of bar used
Ast- total area of steel required
Spacing should be more than 3d or 300mm whichever is less
7.Distribution steel provides minimum reinforcement as distribution steel at a spacing of 5d or 450mm whichever is less.
8.Slab is checked for deflection shear and development length.In case of slabs( thin members), no need of even minimum shear reinforcement.Shear due to loads always must be less than the shear strength of concrete.
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Thanks and Regards from NIT Kurukshetra 🔥🔥♥️♥️
Welcome.... Have a nice day.....
One thing i will say sir....YOU ARE THE ONLY ONE WHO HAS EXPLAINED THIS TOPIC PERFECTLY.....MY ALL DOUBTS ABOUT DETAILING ARE CLEARED..
Thanks... For support me...👍
The word" teacher" meaning define by ur teaching style and explanation
& thanks fram JADAVPUR UNIVERSITY.....😍
Thnks
In Check for minimun reienforcement you should use 0.12%bD because you used hysd bars (Fe415).
We cant always use fe415 bars so we may use 0.15 % as mild steel.
You are correct 💯
I recommend you not to watch this video if you are watching just before exam bcoz you will get confused instead watch engineer ki pathsala (it is lengthy ) but you will understand everything
But this lecture was also good.
sir,you have chosen a perfect topic and illustrate us in perfect way too,you are genius,regards.
Thnks
When ur teaching is passion and not a work ! Loved ur explanation ❤️
Bahut badia bataya sir aapne. Salute hai apke hardwork ko
Thanks for Complement.....
@@civilpositive805 Two way slab bhi bataiye sir
Nice explanation sir, sir aapka pdhaya huaaa as a Indian jyada smjh aata h bcoz aap hinglish achcha explain krte ho.. Great job sir 🙏🙏🙏
The ways of teaching is so good.
Thanks for compliment.....
Excellent notes for one way slab👍
Thanks....
Sir.. excellent👏
And
Also upload two way and continuous slabs
Thanks sir very nice and helpful video 😊
Welcome.....
Osm explaination
How can you assume modification factor as 1.22 to 1.5 , there is no such provision in IS CODE
It was good explanation 😊
Masha allah sir .excellent teaching sir
Thank you soo much sir...., 💗
For distribution steel ,spacing is not more than 5d or 300mm, before ammendment 4 ,this value was 450mm,but now it is 300mm
13:10 it should be 0.12 % of gross area, since you have used HYSD bar Fe415...
best video sir
Sir jo deflection ka case h usme dekho aap ki aapne kaise vaha per
Ast requirement ka value 332.80 likha h jab ki 225 aaya h jab aap check for minimum reinforcement kiye h to plzzz smjha do aap
Very well explained
Bhut achha
Thankyou...
Cleared everything sir
👍👍👍
Please clear me how he took modification factor as 1.22 to 1.5 , there is a graph to determine modification factor in is code but there is no such provision to take modification factor as 1.22 to 1.5
very helpful and explained everything
Dada Two way slab design ka video provide kegiye....
Bro ....thank you very much ..the video was very helpful to me....😘
Welcome.. 🎉🎉
thank u sir....
please upload two way slab also please sir
Thanks for upload this video as per is456 code clause step by step...... Give me pdf book as per IS code clause step by step problem solving if u having that
Very good 👌
Thanks.... Keep it up 👍👍
Excellent sir
Badiya sir
Nice explanation,but i cant understand sir how you can get the area of steel Ast please reply back
very helpful sir.
Alternate bent up bar information are wrong at 23:15.
Last me thoda gadbad Kiya Baki Sab theek tha thank you bro💐
Thank you
Sir last me bhi jab development length calculate kiye hai vanha pe Mu ka half lena hoga n because half number of bar to bent up me chala gaya
8:53 ultimate shear: l should be clear span
It helped a lot... Thank You!! Keep doing such videos
Thank you sir
Welcome.....
Sir very well done but video ki quality agar achi ho jati to acha hota. Kyu ki 360 pe bhi kai values aur notes dikhai nahi de rahe hai.
After all.... it's the best video for slab sum
Thanks for compliment....
Description mai hand written notes available hai aap download kar sakte hai.....
Stay Home.... Be safe .... Have a nice day....
For any problem in this video's contact me ..... Share , like and comments ... And subscribe our channel
We always assume b=1m as we design slab by assuming as design of beam for 1 m ...and slab cant be design for shear but u may do for shear also...
Sir please muje btaiya ki y appna basic velue 20 q li Kya hr question m yhi lani h hma velue
Read IS CODE page no. 37, Basic value of simply support case keliyai 20 lena hai, or cantilever keliye different hoga Basic value.....Read Is code .....
Step by step Questions ko solved kare Is Code ke saath ..... Koi problem nhi hoga
Any problem in questions contact me........
Have a nice day..... Stay in Home.......
Description mai jaa ke Hand written Notes Download kar sakte hai
Thankuuuuu so much sir
Most welcome....
Bro u took wl^2/8 for simply support slab,wat if it is continous slab which formula need to use?
Sir two way slab k liye same process hoga kya
Plzz Rply
Sir Y we use 8mm bar in distribution.. Is there aney fixed value in code plz telme...
Sir, how do we calculate the maximum span for a beam at a height of 14 feet with 6 inch by 6 inch that will carry only cement sheet
Sir y modifications factor Kya h please btaiya 😪😪 😪
sir development length me M ka formula M=.87fyAst(d-.42Xu)
use kyu nhi kiya?
Sir I'm little confuse with one way and two by LSM and WSM
Sab sahi tha dear bas video clearty pe work karo its not legible
For slab design the basic value is on the page 39.
Sir can u explain me from where we get value of phi
Sir minimum Reinforcement should be 0.12℅ bcoz u have used Fe415 HYSD bar
Sir at last In reinforcement details drawing why it is l/7 and 0.1l please respond
In question the load in kN/m² but u written live load in kN/m how
Sir mera 5th semester ka sdd1 me back lga hai sir our o nikl nahi pa rha hai kya aap mujhe pdha skte hai Kya sir
please reply sir aapka btane ka trika bahut hi achha lga sir
Sir n y basic velue 20 q li h Kya app bta sakta h please 😪
Clear cover kab kab reduced krarenge
LSM OR WSM??
Excellent ❤️
One way Continuous slab video bhi dalo bro
Which book this problem can I tell me plz???
Sir jb sari check ok are hai to Apne btaya ...agar ap Kuch check fail krwate janbujhkr then redisgn krte to shayd jyada Shi hota ...
sir this method is LSM or WSM
Video quality is too poor however good video 👍👍👍🙏🙏🙏🙏
Thankyou smm
sir check for eff. depth me (b) ki value 1000 kaha se aaye
1m width slab ke liya considered kia hai .....b ka value 1m = 1000mm all the value put in mm than width of slab , b =1000 mm ...
@@civilpositive805 thank you sir for instent reply
and sir why don't you make video on 1.beam design 2.column design and 3.footing design am saying this coz your way of explanation it very nice.....i wish ki apka channel bhut grow karega
Welcome ....share , like and comments....
@@mohammedkhatri8034 lack of time ...i am busy with other work....
From where the clear cover value came sir ?
Nice but picture quality not good
Hello Sir, In check for deflection the value of actual deflection is 29.41 and permisible value is 29 then it is safe or not ?
Can you please upload 2way slab
sir slab ko t clear cover 15 hunxa niii
D m jo aap ny 10/2 rod kyo leya hy
Eska kya matlab hota hy please vaeya bataey
Eff depth 120 he to 125 kyun liya sir
Video quality is very low.
Rest of the solution is nice😊😊
Thanks for compliment
Why we take half of diameter in calculations of overall depth
Nice explain sir
Thanks
Good explanation but poor video quality try to improve.
Clear cover values?
assumed, keeping d in mind.
Hi sir, i am new subscriber please explain two way slab also please reply sir
sir distribution rif nhi provide kiya kyy
What is development length and when use diagran development length
Sir two way slab ka upload karo na
hello sir! can u pls upload the design of triangular slab with full detail
Sir, Dead load nikalte wakt aapne gyama ki value kaise select ki ? Matlab kaise prefer kiya gyama=25
Unit weight of RCC is 25
Unit weight of Pcc is 24
Tq sir
What is mean by b?
In %of reinforcement at ast 524/2
Teaching is really good
But video qlty is poor
thanks sir
Wlcom.....
as the slab is not simply supported in practical work...please design for slab
Good sir but picture quality is not good
Camera not clear, speed ofexplaing speed alfabet not to read
Sir please share notes for two way slab
Sir clear cover ka value 20 kase aya effective depth ma
Asume Krna padta hai
M1/V ka calculation to kro.... Kitne distance pr theoritical cut off point ?
Area of steel k formula kidhar se ara ???
Description mai jaa ke notes download karo usmai miljaiga formula kis page no. Se aa rhai
Thank you
Wlcom