Design Of One Way Slab As per IS: 456-2000 With Detailing | step by step

[@NileshRoamingNITIAN]

Thanks and Regards from NIT Kurukshetra 🔥🔥♥️♥️

[@civilpositive805]

Welcome.... Have a nice day.....

[@Scofield9975]

One thing i will say sir....YOU ARE THE ONLY ONE WHO HAS EXPLAINED THIS TOPIC PERFECTLY.....MY ALL DOUBTS ABOUT DETAILING ARE CLEARED..

[@civilpositive805]

Thanks... For support me...👍

[@souvik.fingtore]

The word" teacher" meaning define by ur teaching style and explanation
& thanks fram JADAVPUR UNIVERSITY.....😍

[@civilpositive805]

Thnks

[@kshitijkumarkushwaha8903]

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.

[@hanamantraysk4927]

In Check for minimun reienforcement you should use 0.12%bD because you used hysd bars (Fe415).

[@abhinandankumar-mn3tf]

We cant always use fe415 bars so we may use 0.15 % as mild steel.

[@shortvdo69]

You are correct 💯

[@jatindadwal2492]

When ur teaching is passion and not a work ! Loved ur explanation ❤️

[@Shadabvlog308]

Nice explanation sir, sir aapka pdhaya huaaa as a Indian jyada smjh aata h bcoz aap hinglish achcha explain krte ho.. Great job sir 🙏🙏🙏

[@gurpreetlakha5442]

Bahut badia bataya sir aapne. Salute hai apke hardwork ko

[@civilpositive805]

Thanks for Complement.....

[@gurpreetlakha5442]

@@civilpositive805 Two way slab bhi bataiye sir

[@sanjayborge2240]

sir,you have chosen a perfect topic and illustrate us in perfect way too,you are genius,regards.

[@civilpositive805]

Thnks

[@abhipalkar7768]

Excellent notes for one way slab👍

[@civilpositive805]

Thanks....

[@thebeautyofnature8481]

The ways of teaching is so good.

[@civilpositive805]

Thanks for compliment.....

[@prakashbhuyiar5106]

It was good explanation 😊

[@purnachandrabariha5002]

Thanks sir very nice and helpful video 😊

[@civilpositive805]

Welcome.....

[@nikhilshelke5542]

Osm explaination

[@ashutoshcheke7547]

best video sir

[@shaikmustafa7485]

Masha allah sir .excellent teaching sir

[@danisharbaz5530]

Very well explained

[@shashank_d_a]

Thank you soo much sir...., 💗

[@venkatasaiteja]

Sir.. excellent👏
And
Also upload two way and continuous slabs

[@pranav717dey]

How can you assume modification factor as 1.22 to 1.5 , there is no such provision in IS CODE

[@pundevkumar7248]

Cleared everything sir

[@civilpositive805]

👍👍👍

[@pranav717dey]

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

[@vishalurade5549]

For distribution steel ,spacing is not more than 5d or 300mm, before ammendment 4 ,this value was 450mm,but now it is 300mm

[@mohammadasimansari2903]

very helpful and explained everything

[@riddhishsingh8648]

Dada Two way slab design ka video provide kegiye....

[@vikashh1997]

Bhut achha

[@civilpositive805]

Thankyou...

[@dheerajsingh4462]

Very good 👌

[@civilpositive805]

Thanks.... Keep it up 👍👍

[@anzusubedi1421]

Excellent sir

[@superravirocks]

Bro ....thank you very much ..the video was very helpful to me....😘

[@civilpositive805]

Welcome.. 🎉🎉

[@abuzain1038]

Badiya sir

[@soumyajit92ghosh90]

13:10 it should be 0.12 % of gross area, since you have used HYSD bar Fe415...

[@ashawatade9727]

very helpful sir.

[@allinonesumanvlogs1630]

thank u sir....
please upload two way slab also please sir

[@53piyushghagi28]

Thank you

[@pruthavyas6704]

Alternate bent up bar information are wrong at 23:15.

[@Akr.2001]

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

[@pratikdebnath3857]

Thank you sir

[@civilpositive805]

Welcome.....

[@lavranaware4229]

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

[@chirantanibiswas]

For slab design the basic value is on the page 39.

[@priyankadhaigude2747]

Thankuuuuu so much sir

[@civilpositive805]

Most welcome....

[@ravichandrupb4171]

It helped a lot... Thank You!! Keep doing such videos

[@palak6513]

Sir y modifications factor Kya h please btaiya 😪😪 😪

[@vikeshtalda1069]

Excellent ❤️

[@brahmatejaballipalli3392]

Nice explanation,but i cant understand sir how you can get the area of steel Ast please reply back

[@roarboy9474]

Last me thoda gadbad Kiya Baki Sab theek tha thank you bro💐

[@abhinandankumar-mn3tf]

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...

[@perfectpradeep]

8:53 ultimate shear: l should be clear span

[@karimtripura2637]

Sir minimum Reinforcement should be 0.12℅ bcoz u have used Fe415 HYSD bar

[@haroonrasheed7697]

In question the load in kN/m² but u written live load in kN/m how

[@nisharoseline2266]

Clear cover kab kab reduced krarenge

[@mansijoshi9]

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

[@civilpositive805]

Thanks for compliment....

[@civilpositive805]

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

[@palak6513]

Sir please muje btaiya ki y appna basic velue 20 q li Kya hr question m yhi lani h hma velue

[@civilpositive805]

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 .....

[@civilpositive805]

Step by step Questions ko solved kare Is Code ke saath ..... Koi problem nhi hoga

[@civilpositive805]

Any problem in questions contact me........

[@civilpositive805]

Have a nice day..... Stay in Home.......

[@civilpositive805]

Description mai jaa ke Hand written Notes Download kar sakte hai

[@sivaram6963]

Bro u took wl^2/8 for simply support slab,wat if it is continous slab which formula need to use?

[@aniketbedarkar3907]

Sir I'm little confuse with one way and two by LSM and WSM

[@Suraj-ir5tk]

Sab sahi tha dear bas video clearty pe work karo its not legible

[@RamSitaRam55]

Sir Y we use 8mm bar in distribution.. Is there aney fixed value in code plz telme...

[@rakeshsethi7952]

Which book this problem can I tell me plz???

[@PavanKumar-ux9nj]

Sir at last In reinforcement details drawing why it is l/7 and 0.1l please respond

[@mintukumar171]

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

[@adarshkumar-qx8cp]

Nice but picture quality not good

[@BRUTALHENZY666]

Thankyou smm

[@KajalKumari-wh4oc]

Sir can u explain me from where we get value of phi

[@mohammedkhatri8034]

sir check for eff. depth me (b) ki value 1000 kaha se aaye

[@civilpositive805]

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 ...

[@mohammedkhatri8034]

@@civilpositive805 thank you sir for instent reply

[@mohammedkhatri8034]

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

[@civilpositive805]

Welcome ....share , like and comments....

[@civilpositive805]

@@mohammedkhatri8034 lack of time ...i am busy with other work....

[@tapastrust9722]

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

[@balemkarap5090]

sir development length me M ka formula M=.87fyAst(d-.42Xu)
use kyu nhi kiya?

[@maheshgadginmath698]

Camera not clear, speed ofexplaing speed alfabet not to read

[@satyamsingh-vl1dq]

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

[@palak6513]

Sir n y basic velue 20 q li h Kya app bta sakta h please 😪

[@banamaligoswami320]

Sir two way slab k liye same process hoga kya
Plzz Rply

[@ravishinde7886]

Eff depth 120 he to 125 kyun liya sir

[@CROW-pu9vc]

In %of reinforcement at ast 524/2

[@utkarshashahare4943]

Why we take half of diameter in calculations of overall depth

[@suvibisht5125]

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 ...

[@ritikthakur5832]

LSM OR WSM??

[@ABHI-pg8wx]

What is development length and when use diagran development length

[@omprakash-zt5in]

Nice explain sir

[@civilpositive805]

Thanks

[@travelingvlog5110]

One way Continuous slab video bhi dalo bro

[@gobindpandit9835]

Tq sir

[@bijaydumaru1506]

as the slab is not simply supported in practical work...please design for slab

[@bhubaneswarimohanty7465]

From where the clear cover value came sir ?

[@pavanommi912]

Can you please upload 2way slab

[@geetlofi3]

Video quality is too poor however good video 👍👍👍🙏🙏🙏🙏

[@amansah9354]

hello sir! can u pls upload the design of triangular slab with full detail

[@umeshbista2872]

sir this method is LSM or WSM

[@kamleshmandal8757]

sir slab ko t clear cover 15 hunxa niii

[@GauravSingh-cb7tt]

sir distribution rif nhi provide kiya kyy

[@khadirpatel492]

thanks sir

[@civilpositive805]

Wlcom.....

[@kalpeshbadgujar666]

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 ?

[@idreesahmed.2998]

Good explanation but poor video quality try to improve.

[@oxfordskpandey]

D m jo aap ny 10/2 rod kyo leya hy
Eska kya matlab hota hy please vaeya bataey

[@moinkhan8920]

Clear cover values?

[@ramanraj6144]

assumed, keeping d in mind.

[@madhukumarhanagalla9876]

Teaching is really good
But video qlty is poor

[@vipin519]

Sir please share notes for two way slab

[@sudhanshubaigra1657]

Video quality is very low.
Rest of the solution is nice😊😊

[@civilpositive805]

Thanks for compliment

[@gopaldhabadadhav]

Spacing of main bar cannot round off higher value its wrong

[@vikramjane2979]

Sir, Dead load nikalte wakt aapne gyama ki value kaise select ki ? Matlab kaise prefer kiya gyama=25

[@ce16imranazad53]

Unit weight of RCC is 25
Unit weight of Pcc is 24

[@grandpagaming3655]

What is mean by b?

[@koshanyadav717]

Good sir but picture quality is not good

[@se1-03-krushnkantjanardanb6]

Sir two way slab ka upload karo na

[@ulamilavuki531]

Can this also be translated into English? Thanks.

[@brajeshsharma2403]

M1/V ka calculation to kro.... Kitne distance pr theoritical cut off point ?

[@Doitmoreandmore]

Hi sir, i am new subscriber please explain two way slab also please reply sir