DESIGN OF ONE WAY SLABS as per IS 456 | Worked Step by Step | Limit State Design | Mumbai University

[@vicky..27_12]

instead of just mentioning clause number, you may show it which will make easy to understand for everyone

[@solitudemelody]

Q bhai in b मेहनत ni करनी kya की khud check krlo.. Hdd h sara khana हाथ m chaiye... कोड़ी हो क्या 🤣🤣🤣

[@wizardthil5533]

sir, how did you take modification factor as 1.5 without considering Pt and Fy ?

[@sidtech3167]

Brother fy is given you mean fs Because MF depends on both Fs and %Pt U can easily calculate from the is code

[@amitagrawal587]

Ok

[@MasterCivilEngineering]

See here to know

[@yashmaanav]

280/3stress in steel

[@V.kumar007]

Thank u sir, explanation is best with page no. And clauses..

[@khyatheeshmarri7774]

1m should be multiplied not divide in load calculation step

[@jaydeeppatil1420]

7:14 correction For udl multiplying by 1 m

[@yoyo-qj7wh]

rethink about the minimum and maximum Ast, what you have written is meant for beam and not for slab...check clause 26.5.2

[@sadan211]

Bro,the minimum steel in slab for Tor steel is 0.12% of Ag and for for mild steel is 0.15% of Ag. The formula which you have stated in the video is for beams.

[@imkhanna]

sr aapke nmbr give me rcc.... information ke liye

[@Hcbhatt38yearsagoupdated97]

By your video, i got 93 number on RCC ,without using any code. My teacher also shocked , because they was gave me 21/50 number. ❤

[@tanmaykulshrestha1117]

How 38 years ago you commented??

[@Scofield9975]

But you will have failed in english surely

[@EverythingCivil]

So happy to hear that ❤️

[@sujithraranganathan9682]

perfect explanation! thanks a lot!!

[@thirupathikusa4920]

Explain briefly about arrangement of bars Like distribution bars and cranked bars

[@ritikwahi7563]

Sir if Ly/Lx = 2 hai toh one way slab h ya two way slab????

[@altafshaikhh._]

Two way slab

[@aakash6686]

you have done a blunder, for one way slab IS code has given bending moment coefficients. You cannot simply use wl^2/8 ,

[@see-willconcepts9776]

That's for continuous beam I think and he assumed simply supported slab

[@structural_design8001]

@@see-willconcepts9776 yes you are right , he assumed as simply supported slab

[@thirupathikusa4920]

Sir we are provided cranked bars in shorter span

[@shahajiparkale6371]

Check for minimum and maximum area of steel are for beam

[@EverythingCivil]

Yes for tension steel check need to be done to ensure Minimum steel provided against cracking and maximum steel to prevent from being over reinforced

[@EverythingCivil]

Why minimum steel is necessary? kzbin.info/www/bejne/q2LKp4uNYsaBqKM

[@gajulasurendra4200]

Super explanation Bro

[@HimanshuSingh-rm9ok]

Bhai ye Ast ke formula ka reference kaha hoga IS code mein. Ek pt ka bhi formula hota hai. Uska reference bhi kha milega IS code mein. Ast konse design ke liye use hoga and pt (percentage of steel) formula konse design ke liye use hoga. Kindly clarify this doubt.

[@EverythingCivil]

Ap dono way se design kar sakte ho..pt se bhi aur ast se bhi.. Ast wala formula derived formula hai nai milega is code me.

[@HimanshuSingh-rm9ok]

@@EverythingCivil If in case, apko mile ye formula ka derivation. So, kindly share it. Us se reference dena easy ho jayega.

[@EverythingCivil]

Yes ok . U r right

[@jiteshjangid3824]

10:35 i don't understand why you used 125 as effective depth instead of 78.

[@EverythingCivil]

It's for safe design. If you take the minimum depth as your effective depth you slab will fail in deflection.

[@jiteshjangid3824]

yeah but 125 is the assumed depth and 78 is what we calculated.so what's the point of calculating if it is not used.

[@jiteshjangid3824]

is it like .. we have to use that one which has a bigger value.. be it assumed or calculated.? pls explain.

[@yeshjeetdesai6688]

I think we should use 78 and not 125 to get Ast.cuz that's what u did in two way slab.

[@aasifahsan4679]

In deflection check of both one-way and two-way slab, why percentage of steel is taken only for main reinforcement by ignoring addition of steel percentage of distribution? Reference [IS:456 2000, or any valid book following the IS Codes]

[@cnu8565]

Sir,, the formula of Ast used in the above problem take from which IS code???

[@dwarakesh9067]

Is 456:2000

[@Rahulkumar-go5vi]

minimum reinforcement in case of slabs is taken as 0.12 percent of total cross sectional area when HYSD bars are used. The formula that you have used to calculate minimum area is used in case of beaams.

[@mahaveerramelli7547]

Good and Informative

[@Twinkle-99-c4d]

Nice voice Sir ji

[@oellejoven1758]

what if the ratio of the slab is equal to two what is it one way or two way slab?

[@EverythingCivil]

It will be two way slab.

[@-johnson-DCE-A]

Check for depth m= 0.36 (how please explain me)

[@moazzamsunny7061]

Isi se related column design karna tha bhai next video me

[@xavier_7266]

Why you taken shorter span as span length in first step

[@aquibmohd]

What's your name ? 9:25 From where in the code have you taken the formula from

[@EverythingCivil]

its not directly in the code. but if you see pg no 69 fig 22 of the code. there you have to calculate the moment along compression side for that the force given is 0.36.fck.xu.b and the lever arm is (d-0.42xu) therefore Mu=forceXlever arm

[@aquibmohd]

Everything thank you. I checked it there and found it . One more question about the formula used at 10:16 . Is it also given in is code ?

[@EverythingCivil]

NO it is not given in the code. It has been derived by equating Cu and Tu

[@aquibmohd]

Ok thanks for the help

[@tahirvlogspt9732]

How to calculate check for depth

[@meetrathod1761]

How to measure the slab into square feet,if it is round ....like a sump(under ground water sumps)

[@RAVISMURNAL0007]

Bro why u take FF is 1.5

[@EverythingCivil]

Floor finish - including weight of bedding mortar and tiles or any other coatings. You can modify it according to ur requirement

[@utkarshashahare4943]

Why we take half od diameter in calculations of D

[@EverythingCivil]

Because we consider tensile force to be acting in the steel bar at its centre therefore D-cover-d/2

[@ajjumahule7796]

Please give me link of all slab videos

[@shashank_d_a]

Thank you so much sir

[@atultomar7895]

Nice bhi

[@sangamithrasubramanian6666]

sir how to decide which diameter of steel bar to be taken?

[@EverythingCivil]

Depends upon your area of steel. For eg for a beam you need minimum two bars so choose a dia so that two bars will give u the ASt Generally u will se 12mm to 20mm bars in beams For slabs higher the dia higher the spacing and lower the dia lower the spacing. Generally u will only se 8mm and 10mm dia in slabs.

[@jitendersharma7028]

This Ast min is used for beams not for one way slab

[@vineethpv1349]

Can i know from where did you get that 0.48d for fe 415 Steel in code book?

[@abhinavmohata3691]

You can find it on Page no.70 of the codebook

[@villain.sarcastic9690]

Sir ast min m distribution steel ka concept ky kiye Plz correct kriye

[@anuragkhati4547]

Sir is there any difference btw one way slab and one way continuous slab ? If yes then design procedure of both is different ??

[@EverythingCivil]

Yes they both are totally different. I have made a video on design of one way continuous slabs

[@premkanaujia1477]

@@EverythingCivilsir You have taken in depth of slab basic value as 20 which is of simply supported but slab is one way continuous slab them value should be 26.

[@civilengineeringbasic]

If I provide 100mm of slab then it is correct or not

[@Jppvv492]

why not considering negative and positive moments as per table 12?

[@EverythingCivil]

This problem is based on design of simply supported one way slab. The coeffecients given in table 12 are for calculating (+) (-) moments in continuous slabs. There are no negative moments in simply supported slabs. Please watch this video to know the difference between simply supported and continuous slabs : kzbin.info/www/bejne/j2rZY5Kpoa6GrpY

[@Jppvv492]

Everything Civil thankyou

[@EverythingCivil]

You're welcome.

[@chirag.p.ladavia1998]

Where is distribution steel calculation ?

[@susheelshivanna]

sir if slab is 8feet*17feet where as supports are at 8feet span so can it be designed as one way with main rod at longer span

[@erolkeser999]

What if i have to design one-way slabs and two-way slabs for the same building, how do i determine the minimum depth of the slab?

[@MasterCivilEngineering]

See here to know

[@nanavatinisarg2011]

sir apne jo ye Calculation of steel ka formula likha hai Ast vala wo IS 456:2000 pe konse page pe hai

[@EverythingCivil]

It's not given in any code.it is derived u can check in many textbooks.

[@vjyvncnt]

Span /25 for slab case if i am right 25-30 For simply support beam is 20

[@MasterCivilEngineering]

Yes sir

[@shahbazmansuri5660]

Sir ager question me Live load floar finish nhi diya to kese kerna hai

[@shahbazmansuri5660]

Please reply sir

[@shobhitprajapati3101]

Yes sir reply it

[@aarifkhan6651]

@@shobhitprajapati3101 =__789

[@bireshkumar9975]

Claws kon btaye ga?

[@aadityarajbhattarai5475]

0.85bd/fy was for beam no? for slab its 0.12%

[@bamemlutayang4085]

Why we r consider as shorter span value...?

[@sonukumar-bp4wb]

Why you take formula for effective depth in multiples with MF but not mentioned in IS code .

[@kundansharma7904]

design load is not calculated , to calculate design load 1.5 *total load

[@MasterCivilEngineering]

Right sir

[@wizardthil5533]

can we decrease the value of modification factor so that our depth will be large? as you have taken 1.5 instead of 1.7 as a result every where the safety conditions are satisfied..

[@shubhamrane0]

Not economical

[@SunilSharma-tz7dr]

How to check the value obtained from development length

[@sampapang6724]

Please do two way slab also. With four storey building

[@akhyakhan8084]

Sir her it is one way slabe

[@EverythingCivil]

Yes

[@abhishekmewade5456]

Distribution r/f is not calculated

[@ersatishvishwakarma5229]

sir area req 402.16 how to come

[@EverythingCivil]

What area steel?

[@creative_ajit_]

Shorter spane ku liye 6.2 ku nhi

[@waves8793]

last wala minimum aur max. wala critetria to beam ka hai....galat bata rahe ho...

[@intakaguesthouse5853]

Very interesting and well presented. But I just cant seem to calculate "Check for Depth" using your formula. Can you pls explain step by step your calculation. Maybe I miss something but I get totally different values. Appreciate your input.

[@EverythingCivil]

Mu = 0.36 x (Fck) x (xumax) x b (d - 0.42xumax) In this equation put Mu , the moment you calculated and d will be unknown.

[@intakaguesthouse5853]

Thank you, do you have email?

[@EverythingCivil]

Please mail me at [e-mail]

[@chiranjitbanerjee8408]

MAKE A COMPLETE VIDEO FOR LOAD CALCULATIONS

[@EverythingCivil]

sure, can u tell more on what you want a video?

[@chiranjitbanerjee8408]

FOR DESIGN A BUILDING, FIRST WE NEED TO CALCULATE LOAD, PLEASE DISCUSS THAT IN DETAIL AND PLS ANOTHER VIDEO ON HOW TO DO COLUMN LAYOUT WORKING DRAWING

[@Crown12345-v]

Wrong calculation of load calculation

[@deeppushap8703]

What to do if spacing doesn't satisfy the conditions?

[@kankandas4379]

Sir what is the formulae to check depth in case of doubly reinforced beam, Please reply sir

[@MasterCivilEngineering]

Watch here to know

[@athulkumarak3091]

How to get Check for depth equation and calculation of steel?

[@furkanzhari]

By taking moment of Compressive force about the neutral axis.

[@ajjumahule7796]

Sir I am waiting for the next steps in one way slab

[@adarshthakur1718]

Sir why i am not taking factor load by multiplying 1.5 ?

[@amarjare7689]

He multipied it later while calculating momemt. You also calculate factored load before by multiplying the service load by 1.5

[@palak6513]

Sir t beam by wsm method please

[@EverythingCivil]

Will try and upload.

[@palak6513]

@@EverythingCivil sir ak questions h please btaiya sir 😭😭 Sir question m likha h slab ka self wait additional live load 200 kg/ m^2 h sir Mara aaya claculte krkr 306 kn/m to y glt h kya sir Mara ans hi nhi AA RHA h sir

[@palak6513]

Factor load aaya sir

[@mr.yassarzhari257]

nice video sir. please upload more

[@basharatnazir5402]

Can you please make video on design of slabs columns and beams by using ACI codes

[@EverythingCivil]

I haven't studied that code. I make most of my videos based on the Indian Standard.

[@Civilexpertgoo.]

Good evening sir I am impressed one way continuous slab.. Sir ek video one way and two way Continuous span slab ka jaroor banay. Thanks siir

[@EverythingCivil]

Yes next video is on two continuous slabs

[@EverythingCivil]

Way*

[@solitude_she_doesnt_exist]

Calculation of steel is toooo much complicated bro

[@NAVINKUMAR-kv9gi]

sir pls make video of design of continuous one way slab

[@EverythingCivil]

Please check latest video on continuous slabs

[@muhammedsuhail7125]

sir plz make more videos

[@ajjumahule7796]

Thankyou so much sir It very helpful video

[@khaalidibraahim5398]

sorry it is not much clear

[@sunilgohel8504]

Thanks sir

[@EverythingCivil]

Thanks for watching

[@Buddies-td3rm]

Pls make a video for two way slab ....... reinforcement drawing

[@MasterCivilEngineering]

No problem see here

[@ersatishvishwakarma5229]

sorry sir i understood area req come

[@janardhanm4839]

Thanks for explaining

[@iamdisha_heen]

is mu given?

[@EverythingCivil]

Yes.

[@patrickchikowi4710]

Thanks for the great explanation, please do one for a two way slab

[@ranjitmura2769]

slab section drowning study... video ...

[@prashantshah1714]

Try to do your best

[@GTVlogger]

Rcc drawing

[@bussalaxmi9877]

Total wrong

[@maheshsaini4476]

Hindi nahi aati hai kya

[@abdulghaffarraisani8684]

Bloody nonsense isi tara parhaty hen .... Ja k dekho L and T channel ... Khud ko ni samjhao dusron ko smjhao ... Mai ny tumara channel video dekhen bina subcribe kia ta abhi unsub krta hun go to hell . Don't waste the others time even yours