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

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  • Опубліковано 6 гру 2024

КОМЕНТАРІ • 172

  • @NileshRoamingNITIAN
    @NileshRoamingNITIAN 3 роки тому +22

    Thanks and Regards from NIT Kurukshetra 🔥🔥♥️♥️

  • @Scofield9975
    @Scofield9975 4 роки тому +28

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

  • @souvik.fingtore
    @souvik.fingtore Рік тому +4

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

  • @kshitijkumarkushwaha8903
    @kshitijkumarkushwaha8903 11 місяців тому +1

    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.

  • @jatindadwal2492
    @jatindadwal2492 2 роки тому

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

  • @Shadabvlog308
    @Shadabvlog308 5 років тому +1

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

  • @hanamantraysk4927
    @hanamantraysk4927 3 роки тому +21

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

    • @abhinandankumar-mn3tf
      @abhinandankumar-mn3tf 2 роки тому +2

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

    • @shortvdo69
      @shortvdo69 5 місяців тому

      You are correct 💯

  • @gurpreetlakha5442
    @gurpreetlakha5442 5 років тому +1

    Bahut badia bataya sir aapne. Salute hai apke hardwork ko

  • @sanjayborge2240
    @sanjayborge2240 5 років тому +9

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

  • @thebeautyofnature8481
    @thebeautyofnature8481 3 роки тому +1

    The ways of teaching is so good.

  • @abhipalkar7768
    @abhipalkar7768 5 років тому +6

    Excellent notes for one way slab👍

  • @prakashbhuyiar5106
    @prakashbhuyiar5106 2 роки тому +1

    It was good explanation 😊

  • @purnachandrabariha5002
    @purnachandrabariha5002 4 роки тому +2

    Thanks sir very nice and helpful video 😊

  • @venkatasaiteja
    @venkatasaiteja 5 років тому +10

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

  • @ashutoshcheke7547
    @ashutoshcheke7547 4 роки тому +1

    best video sir

  • @shashank_d_a
    @shashank_d_a Рік тому +1

    Thank you soo much sir...., 💗

  • @shaikmustafa7485
    @shaikmustafa7485 3 роки тому +1

    Masha allah sir .excellent teaching sir

  • @nikhilshelke5542
    @nikhilshelke5542 3 роки тому +1

    Osm explaination

  • @danisharbaz5530
    @danisharbaz5530 3 роки тому +1

    Very well explained

  • @vishalurade5549
    @vishalurade5549 3 роки тому +2

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

  • @superravirocks
    @superravirocks 3 роки тому +1

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

  • @pundevkumar7248
    @pundevkumar7248 4 роки тому +2

    Cleared everything sir

    • @civilpositive805
      @civilpositive805  4 роки тому

      👍👍👍

    • @pranav717dey
      @pranav717dey 3 роки тому

      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

  • @riddhishsingh8648
    @riddhishsingh8648 Рік тому +1

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

  • @pranav717dey
    @pranav717dey 3 роки тому +4

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

  • @abuzain1038
    @abuzain1038 2 роки тому

    Badiya sir

  • @allinonesumanvlogs1630
    @allinonesumanvlogs1630 2 роки тому +1

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

  • @vikashh1997
    @vikashh1997 5 років тому +2

    Bhut achha

  • @anzusubedi1421
    @anzusubedi1421 4 роки тому +1

    Excellent sir

  • @dheerajsingh4462
    @dheerajsingh4462 4 роки тому +1

    Very good 👌

  • @lavranaware4229
    @lavranaware4229 3 роки тому +2

    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

  • @mohammadasimansari2903
    @mohammadasimansari2903 4 роки тому +1

    very helpful and explained everything

  • @ashawatade9727
    @ashawatade9727 2 роки тому

    very helpful sir.

  • @53piyushghagi28
    @53piyushghagi28 2 роки тому +1

    Thank you

  • @perfectpradeep
    @perfectpradeep 2 роки тому

    8:53 ultimate shear: l should be clear span

  • @roarboy9474
    @roarboy9474 5 років тому +1

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

  • @soumyajit92ghosh90
    @soumyajit92ghosh90 3 роки тому +1

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

  • @Akr.2001
    @Akr.2001 5 років тому +3

    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

  • @mansijoshi9
    @mansijoshi9 4 роки тому +1

    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
      @civilpositive805  4 роки тому

      Thanks for compliment....

    • @civilpositive805
      @civilpositive805  4 роки тому

      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

  • @Suraj-ir5tk
    @Suraj-ir5tk 3 роки тому

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

  • @priyankadhaigude2747
    @priyankadhaigude2747 4 роки тому +1

    Thankuuuuu so much sir

  • @brahmatejaballipalli3392
    @brahmatejaballipalli3392 Рік тому

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

  • @pratikdebnath3857
    @pratikdebnath3857 5 років тому +3

    Thank you sir

  • @pruthavyas6704
    @pruthavyas6704 5 років тому +1

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

  • @geetlofi3
    @geetlofi3 3 роки тому

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

  • @ravichandrupb4171
    @ravichandrupb4171 3 роки тому

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

  • @mintukumar171
    @mintukumar171 3 роки тому

    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

  • @palak6513
    @palak6513 4 роки тому +2

    Sir y modifications factor Kya h please btaiya 😪😪 😪

  • @abhinandankumar-mn3tf
    @abhinandankumar-mn3tf 2 роки тому

    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...

  • @CROW-pu9vc
    @CROW-pu9vc 7 місяців тому

    In %of reinforcement at ast 524/2

  • @rakeshsethi7952
    @rakeshsethi7952 2 роки тому

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

  • @KajalKumari-wh4oc
    @KajalKumari-wh4oc 10 місяців тому

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

  • @vikeshtalda1069
    @vikeshtalda1069 3 роки тому

    Excellent ❤️

  • @nisharoseline2266
    @nisharoseline2266 4 роки тому +1

    Clear cover kab kab reduced krarenge

  • @haroonrasheed7697
    @haroonrasheed7697 4 роки тому +1

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

  • @chirantanibiswas
    @chirantanibiswas Рік тому +1

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

  • @banamaligoswami320
    @banamaligoswami320 3 роки тому

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

  • @BRUTALHENZY666
    @BRUTALHENZY666 2 роки тому

    Thankyou smm

  • @tapastrust9722
    @tapastrust9722 2 роки тому

    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

  • @palak6513
    @palak6513 4 роки тому +2

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

    • @civilpositive805
      @civilpositive805  4 роки тому +1

      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
      @civilpositive805  4 роки тому +1

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

    • @civilpositive805
      @civilpositive805  4 роки тому

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

    • @civilpositive805
      @civilpositive805  4 роки тому

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

    • @civilpositive805
      @civilpositive805  4 роки тому

      Description mai jaa ke Hand written Notes Download kar sakte hai

  • @madhukumarhanagalla9876
    @madhukumarhanagalla9876 3 роки тому

    Teaching is really good
    But video qlty is poor

  • @RamSitaRam55
    @RamSitaRam55 3 роки тому

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

  • @aniketbedarkar3907
    @aniketbedarkar3907 2 роки тому

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

  • @karimtripura2637
    @karimtripura2637 9 місяців тому

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

  • @oxfordskpandey
    @oxfordskpandey 4 роки тому

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

  • @PavanKumar-ux9nj
    @PavanKumar-ux9nj 3 роки тому

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

  • @sivaram6963
    @sivaram6963 4 роки тому

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

  • @se1-03-krushnkantjanardanb6
    @se1-03-krushnkantjanardanb6 2 роки тому

    Sir two way slab ka upload karo na

  • @balemkarap5090
    @balemkarap5090 4 роки тому +1

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

  • @moinkhan8920
    @moinkhan8920 2 роки тому

    Clear cover values?

  • @ritikthakur5832
    @ritikthakur5832 5 років тому +1

    LSM OR WSM??

  • @pavanommi912
    @pavanommi912 4 роки тому

    Can you please upload 2way slab

  • @sudhanshubaigra1657
    @sudhanshubaigra1657 4 роки тому +1

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

  • @mohammedkhatri8034
    @mohammedkhatri8034 5 років тому +2

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

    • @civilpositive805
      @civilpositive805  5 років тому +2

      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
      @mohammedkhatri8034 5 років тому +1

      @@civilpositive805 thank you sir for instent reply

    • @mohammedkhatri8034
      @mohammedkhatri8034 5 років тому

      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
      @civilpositive805  5 років тому

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

    • @civilpositive805
      @civilpositive805  5 років тому

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

  • @bhubaneswarimohanty7465
    @bhubaneswarimohanty7465 Рік тому

    From where the clear cover value came sir ?

  • @suvibisht5125
    @suvibisht5125 4 роки тому

    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 ...

  • @gobindpandit9835
    @gobindpandit9835 3 роки тому

    Tq sir

  • @umeshbista2872
    @umeshbista2872 2 роки тому

    sir this method is LSM or WSM

  • @GauravSingh-cb7tt
    @GauravSingh-cb7tt 3 роки тому

    sir distribution rif nhi provide kiya kyy

  • @omprakash-zt5in
    @omprakash-zt5in 5 років тому +1

    Nice explain sir

  • @vipin519
    @vipin519 3 місяці тому

    Sir please share notes for two way slab

  • @adarshkumar-qx8cp
    @adarshkumar-qx8cp 5 років тому +2

    Nice but picture quality not good

  • @ravishinde7886
    @ravishinde7886 4 роки тому +1

    Eff depth 120 he to 125 kyun liya sir

  • @grandpagaming3655
    @grandpagaming3655 2 роки тому

    What is mean by b?

  • @satyamsingh-vl1dq
    @satyamsingh-vl1dq 5 років тому +1

    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
      @palak6513 4 роки тому

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

  • @travelingvlog5110
    @travelingvlog5110 5 років тому

    One way Continuous slab video bhi dalo bro

  • @utkarshashahare4943
    @utkarshashahare4943 3 роки тому

    Why we take half of diameter in calculations of overall depth

  • @bijaydumaru1506
    @bijaydumaru1506 4 роки тому

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

  • @maheshgadginmath698
    @maheshgadginmath698 3 роки тому +1

    Camera not clear, speed ofexplaing speed alfabet not to read

  • @ABHI-pg8wx
    @ABHI-pg8wx 5 років тому

    What is development length and when use diagran development length

  • @kamleshmandal8757
    @kamleshmandal8757 2 роки тому

    sir slab ko t clear cover 15 hunxa niii

  • @koshanyadav717
    @koshanyadav717 4 роки тому

    Good sir but picture quality is not good

  • @Doitmoreandmore
    @Doitmoreandmore 2 роки тому

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

  • @idreesahmed.2998
    @idreesahmed.2998 5 років тому +2

    Good explanation but poor video quality try to improve.

  • @amansah9354
    @amansah9354 4 роки тому

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

  • @kalpeshbadgujar666
    @kalpeshbadgujar666 2 роки тому

    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 ?

  • @insideouttek2361
    @insideouttek2361 Рік тому

    Simply support q liya

  • @vikramjane2979
    @vikramjane2979 3 роки тому

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

    • @ce16imranazad53
      @ce16imranazad53 Рік тому +1

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

  • @khadirpatel492
    @khadirpatel492 5 років тому

    thanks sir

  • @ulamilavuki531
    @ulamilavuki531 4 роки тому

    Can this also be translated into English? Thanks.

  • @dce148rajeshkumarshaw4
    @dce148rajeshkumarshaw4 11 місяців тому

    Ye kya marathon hai 😂