Bolted Connections Codal Provisions (IS 800:2007) | Design of Steel Structures

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  • Опубліковано 12 вер 2024
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    In this video I have discussed the design of bolted connections along with some important IS 800:2007 provisions.
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КОМЕНТАРІ • 46

  • @APSEDUVERSE
    @APSEDUVERSE  6 років тому +5

    At 29:20 in the formula for bearing capacity of bolts, the value for fu should be taken as the minimum of ultimate strength of plate and bolt.

    • @PankajSharma-lh5yk
      @PankajSharma-lh5yk 6 років тому +1

      APSED Why we write ultimate tensile strength of the plate while calculating the bearing strength of bolt?

    • @gajendrakumar3795
      @gajendrakumar3795 Рік тому

      Min of (fub,fu)?

  • @rajeshdey9147
    @rajeshdey9147 4 роки тому +1

    wonderful video sir...in 2019 I got 35.03 marks in gate by seeing only your videos...but now I again give gate in 2020...

  • @APSEDUVERSE
    @APSEDUVERSE  7 років тому +7

    At 23:32 , for a lap joint (single shear), shear plane may pass through the shank or the root. If it is mentioned in the problem where the shear plane passes through the you may take as given. Otherwise, if it is not mentioned then for a critical design we can consider the shear plane to pass through the thread, which would give the safer result.

    • @RahulKumar-jc9yy
      @RahulKumar-jc9yy 6 років тому

      APSED so what'd be value for ns and nn in case of lap joint if it's not mentioned in question

    • @oldsoul2829
      @oldsoul2829 6 років тому

      Rahul kumar, in that case assume thread to pass through shear plane as APSED have said in this comment, that is nn=1 and ns=0.

    • @RahulSingh-pb6yj
      @RahulSingh-pb6yj 6 років тому

      Bibin babu ku sir jab shank hi shear plane se pass ho rha hai to nn1 Ku hoga

    • @adityakushwah4980
      @adityakushwah4980 5 років тому

      @@oldsoul2829 but in this video they have taken nn=0 and ns=1... Is it incorrect

    • @perfectbasics238
      @perfectbasics238 3 роки тому

      @@adityakushwah4980 Guys , if shear plane is at shank then Nn=0 and if it is at thread then Ns=0..This is for single shear...For double shear both might be 1..But for safer side always use Nn

  • @RahulKumar-jc9yy
    @RahulKumar-jc9yy 6 років тому +1

    awesome job sir. even if i had to pay for accessing these incredibly helpful videos I'd NOT have hesitated for a second. Thanks a lot.

  • @bobrobert8684
    @bobrobert8684 4 роки тому +1

    Excellence tutorials. Codal provisions excellently explained. Thank you Sir.

  • @mohit5316
    @mohit5316 5 років тому +1

    I'am a huge fan of your videos. They are really great and have helped me a lot.

  • @abdulmuqsith8562
    @abdulmuqsith8562 6 років тому +2

    What An Explanation sir.....!!!
    Thank you soooo much for this Help sir....
    I really admire you from the depth of my heart....
    Thanks Alot sir.....

    • @APSEDUVERSE
      @APSEDUVERSE  6 років тому +3

      That's good to hear. Do let your friends also know about the channel.

    • @abdulmuqsith8562
      @abdulmuqsith8562 6 років тому +1

      I Already done...
      And will refer more....
      Thanks Again sir....!!

  • @narendralohar5771
    @narendralohar5771 7 років тому +2

    sir,its really too usefull

  • @informativecivil
    @informativecivil 4 роки тому

    Awesome. You are great 👍

  • @munishkalia922
    @munishkalia922 6 років тому

    Loved it. Very elegantly presented.

    • @APSEDUVERSE
      @APSEDUVERSE  6 років тому

      Thanks Munish. Have you checked our site learn.apseduverse.com/ ? Video lectures covering entire syllabus with study material, test series and most importantly, doubt support! Starting from Rs.1399/-

  • @rahulmalpekar4631
    @rahulmalpekar4631 4 роки тому

    Thank you so much. The video is excellent.

  • @perfectbasics238
    @perfectbasics238 3 роки тому

    Thank you brother..♥️

  • @HimanshuKumar-jm1sk
    @HimanshuKumar-jm1sk 5 років тому +1

    Salute u sir very conceptual

    • @APSEDUVERSE
      @APSEDUVERSE  5 років тому

      Thanks Himanshu, hope you have checked our website as well where we have covered full syllabus - learn.apsed.in/

    • @fahadbhat6351
      @fahadbhat6351 4 роки тому

      Page number kya hai on is code

  • @nakumbhavesh6387
    @nakumbhavesh6387 5 років тому +1

    please give a page numbers of IS code

  • @ankitwankawala
    @ankitwankawala 6 років тому

    Nice explanation..
    I have one doubt in bearing capacity of bolt..
    Which value should be taken for Fu? Whether it is for bolt or for plate? And why?

    • @AMITKUMAR-br9fn
      @AMITKUMAR-br9fn 6 років тому

      The value of (Fu) should be taken and minimum ultimate tensile strength of both plate and bolt
      Source SK Duggal Steel Structure book
      ... But into the code it is given (Fu) should be taken for the plate
      In regarding bearing failure firstly that will fail which has lowest ultimate tensile strength....
      I think the same problem you have also face..

    • @ankitwankawala
      @ankitwankawala 6 років тому

      but as per N. Subramaniyam book, the value of Fu in bearing capacity is taken as 410 in some example and 400 in some example. check it.

    • @AMITKUMAR-br9fn
      @AMITKUMAR-br9fn 6 років тому

      Actually In the newly edition of SK Duggal ... They have made it correct by using the value of Fu taking for plate...
      Explanation... The bearing force will transfer from plate to bolt so I think they have taken Fu for plate

    • @ankitwankawala
      @ankitwankawala 6 років тому

      you are right..
      I think for similar grade of plate and bolt, plate will fail before bolt fail by means of increase in size of hole in plate. but if we consider 8.8 grade bolt at that time we have to Fu minimum.
      thank you.

  • @tvplaystore3186
    @tvplaystore3186 2 роки тому

    To find An =( b-ndh) t what is the t if thickness of plates are different in lap joint or in double cover butt joint?

    • @APSEDUVERSE
      @APSEDUVERSE  2 роки тому

      Smaller value will govern in that case

  • @dheerajkumar1637
    @dheerajkumar1637 7 років тому

    why, we do not appy reduction factor for bearing capacity of bolt?

  • @ramkumar-ef1nv
    @ramkumar-ef1nv 7 років тому

    sir give some example of the topic which have been for more conceptual clearity along with explanation

    • @APSEDUVERSE
      @APSEDUVERSE  7 років тому

      Sure...in the next video I will explain these things by taking examples

  • @commonman8985
    @commonman8985 6 років тому +1

    Nice

  • @teluguallinonevideos857
    @teluguallinonevideos857 3 роки тому

    What is the exact meaning of shear force.I have seen lot of videos but still I am confused to define it.Please provide me with an example

  • @asifanwar4551
    @asifanwar4551 6 років тому

    Sir, how can I find nn and ns in butt joint??

  • @manishkumarprajapat1211
    @manishkumarprajapat1211 6 років тому +1

    please use different color while explaining i mean use two different colors

  • @shobhitvajpeyee8019
    @shobhitvajpeyee8019 4 роки тому

    Why there is provision of max edge distance

  • @ganeshyadavflashgaming3286
    @ganeshyadavflashgaming3286 Рік тому

    The point number 7 is not correct it should not be less than 1.7 times it should be greater than 1.7 times in caseof hand flame r cut edges

  • @RahulSingh-pb6yj
    @RahulSingh-pb6yj 6 років тому

    At 24.21 it's not a clear satisfied with ns or nn
    Sk duggal book me jo formula hai usme An ke sath nn multiply ho rha hai jise 1 mana hai lap joint me or apne bola nn 0 hogq to kese

  • @aminuddinkhan2496
    @aminuddinkhan2496 7 років тому

    what all the subject yo prepared for gate?

    • @APSEDUVERSE
      @APSEDUVERSE  7 років тому

      You can check out the new video.