Maximum Shear Stress Theory - Theories of Elastic Failure - Strength of Materials

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  • เผยแพร่เมื่อ 10 ก.ย. 2024
  • Subject - Strength of Materials
    Video Name - Maximum Shear Stress Theory
    Chapter - Theories of Elastic Failure
    Faculty - Prof. Zafar Shaikh
    Watch the video lecture on Topic Maximum Shear Stress Theory of Subject Strength of Materials by Professor Zafar Shaikh. Watch the Complete lecture on Engineering Academics with Ekeeda.
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ความคิดเห็น • 38

  • @Ekeeda
    @Ekeeda  4 ปีที่แล้ว +3

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  • @Ekeeda
    @Ekeeda  7 ปีที่แล้ว

    To Get Full Course Of Strength Of Materials, Click ekeeda.com/chapterlist/Mumbai-University/Mechanical-Engineering/Strength-of-Materials/1

  • @chakradharkakumani7873
    @chakradharkakumani7873 5 ปีที่แล้ว +4

    It shouldn't be below point D , it should be below point c bcuz we don't even want the material to yield

  • @prashantyelpale8140
    @prashantyelpale8140 2 ปีที่แล้ว +2

    dear sir for ductile material yield point stress should be taken and not UTS. there is a confusion. for brittle no problem.

    • @Ekeeda
      @Ekeeda  2 ปีที่แล้ว +1

      Kindly download the Ekeeda Learning App ekeeda.com/download.html & ask your doubts. Our experts help you to resolve queries on chat.

  • @esemrose5826
    @esemrose5826 8 ปีที่แล้ว +3

    Super easy to understand your video, thank you!

    • @Ekeeda
      @Ekeeda  8 ปีที่แล้ว +2

      Shawn Rosselet You are most welcome. Stay tuned with ekeeda channel for more videos.
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  • @nidhinkakkanattu2178
    @nidhinkakkanattu2178 7 ปีที่แล้ว +21

    Wrong statement. Yield point is not ultimate point

    • @yourseeker3930
      @yourseeker3930 5 ปีที่แล้ว +1

      Bhai agr component me permanent deformation aa gya to Bhi vo kam Ke layk ni bachega

    • @apratimbiswas1997
      @apratimbiswas1997 5 ปีที่แล้ว +1

      @@yourseeker3930 not the point

    • @jafaraldahan4176
      @jafaraldahan4176 5 ปีที่แล้ว +3

      Yes it is not but as an engineers we dont want the materials to have a permanent deformation.

  • @vikrant741
    @vikrant741 6 ปีที่แล้ว +1

    Sir few people r complaining about the errors in ur video ?? I'm confused what's right or wrong

  • @jagdishjena9058
    @jagdishjena9058 7 ปีที่แล้ว +1

    Thank u very much sir 👏👏👏👏

  • @animalsworld879
    @animalsworld879 5 ปีที่แล้ว +3

    at least you should know where to put those recomadation videos before the video ends

  • @ayranrajput1788
    @ayranrajput1788 7 ปีที่แล้ว +2

    with due respect sir, what you are teaching is wrong.
    the diagram which you have drawn is stress strain diagram for tensile loading (even though same diagram is for shear loading but then you should have mentioned the max stress as shear stress and not tensile strength). Also you are saying that max stress should not exceed max shear strength value, and you have applied tensile stress ( from diagram). you should explain that in tensile loading shear stress occurs on principle planes and thus it fails by shear.

  • @aakashsrivastava2970
    @aakashsrivastava2970 7 ปีที่แล้ว +5

    There must be 2 corrections as pointed out by others.
    Plz make corrections and don't teach wrong concept.
    Thanks

  • @saicharan4016
    @saicharan4016 7 ปีที่แล้ว

    why did we choose stress and strain curve for mild steel why not for other grades of steel for the theories of faiure

    • @Ekeeda
      @Ekeeda  7 ปีที่แล้ว

      Dear Sai Charan,
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  • @sadeeshkumarjayakrishnan3843
    @sadeeshkumarjayakrishnan3843 7 ปีที่แล้ว

    Sir, pls add the following units
    spring
    mohr circule
    bending...

  • @primanatura9380
    @primanatura9380 5 ปีที่แล้ว

    Normal stress theoritical please

  • @moro1891
    @moro1891 6 ปีที่แล้ว

    This is according to Tresca's theory. This is not true for Von Mises maximum shear stress which is more accurate.

  • @ANKITCHAUHAN-iv1sq
    @ANKITCHAUHAN-iv1sq 5 ปีที่แล้ว +1

    Sar plz hindi me bhi explene kiya kigeye

  • @ayranrajput1788
    @ayranrajput1788 7 ปีที่แล้ว +1

    one question sir,
    why do ductile materials are more prone to fail under shear loading and brittle fail under tensile loading?

    • @Ekeeda
      @Ekeeda  7 ปีที่แล้ว

      Dear Aryan rajput,
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    • @aritghosh6568
      @aritghosh6568 5 ปีที่แล้ว +2

      Because ductile material have more tensile strain before failure than brittle materials

    • @prospaeze2381
      @prospaeze2381 ปีที่แล้ว

      Exactly

  • @pranjalpathak1430
    @pranjalpathak1430 7 ปีที่แล้ว +1

    no sound??

    • @Ekeeda
      @Ekeeda  7 ปีที่แล้ว +1

      It kind of you to bring to our notice the glitches that you experienced while watching our video. We shall change it soon for better efficiency of users.

  • @viveksavaliya9464
    @viveksavaliya9464 6 ปีที่แล้ว

    why this theory is only used for ductile materials?

    • @jafaraldahan4176
      @jafaraldahan4176 5 ปีที่แล้ว

      Vivek Savaliya Because Brittle material doesn’t have yielding point

  • @rutvikpanchal2043
    @rutvikpanchal2043 3 ปีที่แล้ว

    Detail me samjao

  • @oldsoul2829
    @oldsoul2829 6 ปีที่แล้ว

    this is wrong. please don't teach wrong things.

  • @rushishinde7120
    @rushishinde7120 5 ปีที่แล้ว

    Stop the you tube channel because your some of your videos are private then why are you wasting your time in you tube just close it

    • @Ekeeda
      @Ekeeda  5 ปีที่แล้ว

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  • @rohit8289a
    @rohit8289a 3 ปีที่แล้ว

    totally wrong

  • @kajaltripathi2010
    @kajaltripathi2010 4 ปีที่แล้ว

    Worng h

  • @happysoulggg
    @happysoulggg 4 ปีที่แล้ว

    Bsdk sound thik kar phle