Problem on Eccentrically Loaded Welded Joints , DMM-1

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  • Опубліковано 11 гру 2024

КОМЕНТАРІ • 19

  • @aryanpatel9654
    @aryanpatel9654 2 роки тому +1

    Green screen available only in this video.

  • @mohdsaquibazam3786
    @mohdsaquibazam3786 4 роки тому

    Combined strees can obtained as fc=root f^2+3q^2 should be less than design weld stress fwd correct me if i am wrong. Design weld stress fwd= 410/root 3 ×1.25

  • @srinureguregu4021
    @srinureguregu4021 3 роки тому +1

    Good explanation sir

    • @ReferenceBook
      @ReferenceBook  3 роки тому

      Thank you please share my videos with your friends

  • @gouravbhushan548
    @gouravbhushan548 2 місяці тому

    Tq sir

  • @mohdsaquibazam3786
    @mohdsaquibazam3786 4 роки тому

    Good job

  • @yaminsiddiqui4690
    @yaminsiddiqui4690 2 роки тому +2

    Kal exams hai thankyou sir 😂

  • @manikkumarbiswas2261
    @manikkumarbiswas2261 4 роки тому +1

    Thankyou so much sir......

    • @ReferenceBook
      @ReferenceBook  4 роки тому

      You are welcome please share my videos with your friends

  • @prathamj7
    @prathamj7 5 років тому

    Thanks a lot for this sir

    • @ReferenceBook
      @ReferenceBook  5 років тому

      You are welcome please share it with your friends

    • @abijithd538
      @abijithd538 3 роки тому +1

      @@ReferenceBook can u please tell from where u have taken the equation in data book for max. sheer stress as 4Tsquare?it would be easy if u mention the pages of databook while writing equations

  • @aryanpatel9654
    @aryanpatel9654 2 роки тому +1

    Ho gya acchaa

  • @GaneshRock185
    @GaneshRock185 5 років тому

    I want b.tech 2.1sem mos important quations

  • @miravchauhan8076
    @miravchauhan8076 Рік тому

    R S KHURMI EXAMPLE. PAGE NO. 366

  • @GaneshRock185
    @GaneshRock185 5 років тому

    Answer also

  • @A.Hisham86
    @A.Hisham86 Рік тому +1

    what are you talking about? people! is this really comprehensible? no offense to the content maker, but it's not comprehensible at all!!