Three Hinged Circular Arches Structural Analysis

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  • เผยแพร่เมื่อ 13 ก.ย. 2024
  • Three Hinged parabolic Arch example when we are asked to find resultant forces on supports:
    • Three hinged arch | 3 ...
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    Three Hinged parabolic Arch example including the maximum bending moment with SFD and BMD:
    • Three hinged arch | Th...
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    Conjugate beam method in Hindi:
    • Conjugate beam method ...
    STIFFNESS MATRIX METHOD
    • Matrix Method-Stiffnes...
    Truss analysis by Method of sections:
    • Method of sections | M...
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    #circulararchstructuralanalysis
    #threehingedarchesproblems
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ความคิดเห็น • 35

  • @karthikpateladpa5524
    @karthikpateladpa5524 3 ปีที่แล้ว +3

    Sir how can we take V in Normal thrust and Radial Shear....?

    • @Civillearningonline
      @Civillearningonline  3 ปีที่แล้ว +6

      V = reaction at support A - udl X span
      I. E. ( V= 420-30X9)
      =150.

    • @karthikpateladpa5524
      @karthikpateladpa5524 3 ปีที่แล้ว +1

      Is It taken as Shear Force till that point where we take moment at X...?

    • @Civillearningonline
      @Civillearningonline  3 ปีที่แล้ว +1

      Yes.

    • @beautifulrecitationsofquran
      @beautifulrecitationsofquran ปีที่แล้ว

      @@Civillearningonline sir daigram drwan is wrong read sttement adn then decide

    • @beautifulrecitationsofquran
      @beautifulrecitationsofquran ปีที่แล้ว

      @@Civillearningonline its written lesft springs but u used right spring when u r placing appplied loads

  • @amosbanda9657
    @amosbanda9657 2 ปีที่แล้ว +1

    Thank u for teaching in English, greatly appreciated ☺️. Most people taught in Hindi which a hard to follow if u aren't from India

  • @Sag_E_Makhdoom_Rabbani313
    @Sag_E_Makhdoom_Rabbani313 2 ปีที่แล้ว

    Thank u so mch sir ❤

  • @nihalrajbharti1532
    @nihalrajbharti1532 3 ปีที่แล้ว +1

    In the equation.of arch the value of x should be taken from crown point so it is not 9

    • @Civillearningonline
      @Civillearningonline  3 ปีที่แล้ว

      Why so?
      Will you elaborate?

    • @nihalrajbharti1532
      @nihalrajbharti1532 3 ปีที่แล้ว +1

      Because equation had derived with that assumption where x was taken from crown, you may check the derivation

    • @Civillearningonline
      @Civillearningonline  3 ปีที่แล้ว

      @@nihalrajbharti1532 its already mentioned in the question. How to consider X.

    • @nikhilnaik9303
      @nikhilnaik9303 2 ปีที่แล้ว

      Yes... also in both the case finally it becomes 9 only so don't blame on sir pls @nihalrajbharti

  • @sheetalsilswal
    @sheetalsilswal ปีที่แล้ว

    Thnkuh sir

  • @manishasah4662
    @manishasah4662 2 ปีที่แล้ว

    While calculating horizontal reaction HA = HB will be there .......... negative sign won't be there......once check it plz sir and reply

    • @Civillearningonline
      @Civillearningonline  2 ปีที่แล้ว +1

      HA and HB are equal in magnitude but opposite in direction.

  • @adeepbirla3378
    @adeepbirla3378 2 ปีที่แล้ว +1

    V ?

  • @Nithin_186
    @Nithin_186 2 ปีที่แล้ว +1

    Explain How "V" is taken in normal thrust and radial shear ?

  • @MADANMOHAN-ot6bp
    @MADANMOHAN-ot6bp 2 ปีที่แล้ว

    In step 3 how u get R=30 sir please reply me tomorrow I have exam

  • @rajeevtiwari3038
    @rajeevtiwari3038 3 ปีที่แล้ว

    Is pr all types numerical aur Strain energy method sway non sway frame numerical bhi bta de, please

  • @nikhil41823
    @nikhil41823 3 ปีที่แล้ว +1

    Bending moment diagram PLZZ

  • @furqaanalikhan4568
    @furqaanalikhan4568 2 ปีที่แล้ว +1

    How u got Ra+Rb=600
    I think it is 480

  • @victory_bestie4593
    @victory_bestie4593 3 ปีที่แล้ว

    Sir you speaking ward below continue not understand

  • @basantsharma6844
    @basantsharma6844 2 ปีที่แล้ว

    Sound to loud rkho

  • @rajeevtiwari3038
    @rajeevtiwari3038 3 ปีที่แล้ว

    Sir iska bending moment diagram btaye

  • @mdirfanalam6882
    @mdirfanalam6882 3 ปีที่แล้ว +2

    Sir please don't teach in English. Hindi will be better option