Clapeyrons Theorem of Three Moments | How to Solve When Support Settles and EI Value is Given

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  • เผยแพร่เมื่อ 31 ธ.ค. 2024

ความคิดเห็น • 52

  • @naveedladha4211
    @naveedladha4211 4 ปีที่แล้ว +3

    Sir..kuch books ha jisme support B sink hota ha jiska value negative and iske sat support A and C (delta A&C) ka value hoga positive
    E.g. if support B sinks -5mm
    Then delta A and delta C becomes positive
    While in ur video u hav told us to takr delta A and C to be 0 zero
    Pls can u elaborate on this

    • @GaneshShegar
      @GaneshShegar  4 ปีที่แล้ว

      Plz follow any one method completely, either the method shown in video or in the book, because different author's solves differently

  • @sushantkumar6468
    @sushantkumar6468 4 ปีที่แล้ว +5

    Sir we got value of Ma =17.16, and Mb and Mc negative so why have we drawn Ma above axis in BMD.

    • @hippiegopie23
      @hippiegopie23 3 ปีที่แล้ว +1

      In net BMD , Negative values are also drawn above neutral axis

  • @sunilkumarparikh4425
    @sunilkumarparikh4425 3 ปีที่แล้ว +1

    Good presentation sir.
    Please if include the deflected shape of the beam . It will make students to understand the nature of BM. at continuous support .
    BM at fixedend A is positive and BMD shows negative.

  • @AnjaliSingh12-u1q
    @AnjaliSingh12-u1q ปีที่แล้ว

    Very easy explain thanks you so much sir

  • @apurvprajapati5378
    @apurvprajapati5378 4 ปีที่แล้ว +2

    Bhai ek beam h ....a to b....
    Usme starting se 4m baad ek point load then after 8m there is a support(prop) then udl of 4kn/m at a distance of 6m......please give me the answer of the question........

  • @11_shwetanamde15
    @11_shwetanamde15 4 ปีที่แล้ว +2

    Thank u so much sir ...for very deepest explanation 🙏🙏🙏

  • @thefact112
    @thefact112 3 ปีที่แล้ว +1

    sir ager EI value mm^2 mai given hoto settles value ko 1000 se divid nhi krna hena?? ...... settles value in mm

  • @venkatreddypolapally2142
    @venkatreddypolapally2142 3 ปีที่แล้ว +1

    Hello Sir,
    Is there possibility of any simplified method I think the time may be reduced if every step is explained with the main figure ie BM diagram itself and also the reactions may be computed by incorporating all obtained data on the loading diagram.
    Pl examine,
    Thank you.

  • @aashishkumawat3773
    @aashishkumawat3773 10 หลายเดือนก่อน

    Sir ji question me couple ka face upar ki tarap ho tb b aise hi solve hoga kya

  • @navyanavya7963
    @navyanavya7963 4 ปีที่แล้ว +1

    Sir,
    How to draw FMD for moment placed at the end of overhanging beam?

  • @uttamraut.8145
    @uttamraut.8145 3 ปีที่แล้ว +2

    Sir ..but moment about C.. -10 kyu liye....Why not +10

  • @ALL.IN.ONE2M
    @ALL.IN.ONE2M ปีที่แล้ว

    सर आपके अनुसार यदि किसी स्थान का फर्स्ट मोमेंट नेगेटिव हो और सेकंड पॉजिटिव ,तो net BM me नेगेटिव वाले को ऊपर दिखाते हो , पॉजिटिव है तो इसे नेट बैंकिंग मोमेंट में नीचे सर लेकिन yha आपने + vale ko ऊपर क्यों दिखाया यह कैसे हुआ ? Any person reply

  • @aayushvaishnaw6804
    @aayushvaishnaw6804 4 ปีที่แล้ว

    Sir bahut acche question leke aate ho. Bas ek bar 10KN ki jagah UDL le lijiye na

  • @zaidjamal4328
    @zaidjamal4328 4 ปีที่แล้ว +1

    Sir what will be the equation if support B Settele by any dimension

  • @googlydesigns8467
    @googlydesigns8467 หลายเดือนก่อน

    Bm at positive should be below the line as per rule u mentioned negative should be above neutral axis

  • @naveedladha4211
    @naveedladha4211 4 ปีที่แล้ว +1

    Sir ..what if the couple is pointing upward direction ?

  • @UjjwalKumar-
    @UjjwalKumar- 4 ปีที่แล้ว +1

    Sir , Plz Can You Explain The Bending Movement

  • @ramprakashkatala9786
    @ramprakashkatala9786 4 ปีที่แล้ว

    Three moment method se both end fix ka problem sole ho jayega kaya is par ake lacture banaye

  • @satishsatish5018
    @satishsatish5018 3 ปีที่แล้ว

    Thank you sir

  • @er.chandanchandravanshi1184
    @er.chandanchandravanshi1184 3 ปีที่แล้ว

    Sir slop Deflection method M settlement ka case kra digiye aur moment distribution M sway analysis ka case

  • @gazanfarali2249
    @gazanfarali2249 4 ปีที่แล้ว +1

    L● ki value zero hai or right hand side me L● denominator me hai to pura term undefined ho jana chahiye but nhi consider kr rhe
    Why?

  • @indrajeetupadhyay6759
    @indrajeetupadhyay6759 4 ปีที่แล้ว

    Thank you

  • @patrisagar6548
    @patrisagar6548 4 ปีที่แล้ว

    Sir fixed ends par hamesha hogging moments aaenge na tho aap ko sagging kaise aayi?

  • @11_shwetanamde15
    @11_shwetanamde15 4 ปีที่แล้ว

    Sir M@A +ve hai to neutral axis ke above lii hai aur baki sub moment -ve hai to vo bhi neutral axis ke above hai...aisa kyu??????plz reply me anyone fast...

    • @GaneshShegar
      @GaneshShegar  4 ปีที่แล้ว +1

      Plz Watch ending of this video, in this how to apply final moments for net bending moment diagram is explained. th-cam.com/video/RbUy86JHybA/w-d-xo.html

    • @jeetkumarpresents5456
      @jeetkumarpresents5456 4 ปีที่แล้ว +1

      @@GaneshShegar Dear sir ,, i watched this video as well on which moment value at A is negetive which has been taken above Neutral axis . and here in this problem moment at A was positive value and you have drawn it above neutral axis . It has become more confusion sir , please explain in net bending moment diagram is it true that both negetive and positive values of moment are to be taken above the neutral axis ? .. Please give answer sir .

  • @naveedladha4211
    @naveedladha4211 4 ปีที่แล้ว

    Best sir

  • @aashishkumawat3773
    @aashishkumawat3773 8 หลายเดือนก่อน

    Sir couple loding ka face uper ki tarp hone pr kaise solve kre please new video

  • @sudipchodry498
    @sudipchodry498 5 ปีที่แล้ว

    Left end me Hing right end me fix rahega to start solve left taraf se karenga ya right

    • @GaneshShegar
      @GaneshShegar  5 ปีที่แล้ว +1

      Start left se he Kar na hai Har bar and only Take imaginary point on beside of Fixed Support

    • @sudipchodry498
      @sudipchodry498 5 ปีที่แล้ว

      Ek right fixed Wala batau middle span me couple rakhke sir pls one example bahut sir

    • @sudipchodry498
      @sudipchodry498 5 ปีที่แล้ว

      @@GaneshShegar ek example jisme middle me couple right me fix and left me Hing pls sir

  • @hawkeye2352
    @hawkeye2352 5 ปีที่แล้ว

    Sir
    What happen when support B settles down by 8 mm
    Then TMT become A-B-C
    Then deflection kyaa consider krenge??? Plzz ans

    • @GaneshShegar
      @GaneshShegar  5 ปีที่แล้ว +2

      No
      A B C Mai Deflection agar A or C pe hoga to he lenge
      B C D Mai Deflection agar B or D pe hoga to he lenge
      Simple hai first letter and Last Letter

  • @ramakrishnareddykandula5898
    @ramakrishnareddykandula5898 4 ปีที่แล้ว

    Sir... if In a beam has both side fixed ends then also we must take imaginary points.......

  • @111himanshurana9
    @111himanshurana9 5 ปีที่แล้ว

    Nice sir

  • @a.prabhukumar4985
    @a.prabhukumar4985 4 ปีที่แล้ว +1

    Sir why don't we calculated B C D.

    • @Tuminkie
      @Tuminkie 3 ปีที่แล้ว

      There's no support at D..

  • @mdmuntaziraalam247
    @mdmuntaziraalam247 4 ปีที่แล้ว +1

    NET BMD GALAT DRAW KIYEHAI SIR APNE
    APAKO M@A KA BM NICCHE DRAW KARNA CHAYIE

  • @Sonuchouhan2407
    @Sonuchouhan2407 2 ปีที่แล้ว

    10 Kn ki jagah udl ho tho kya karna chaiye

  • @kavyaaredula958
    @kavyaaredula958 3 ปีที่แล้ว

    ❤️❤️❤️❤️

  • @mdumartalib270
    @mdumartalib270 2 ปีที่แล้ว

    💖💖💖💖💖

  • @pulipatirahul1427
    @pulipatirahul1427 2 ปีที่แล้ว +1

    Sink or settled both same are not

  • @pandurangwaghmare8423
    @pandurangwaghmare8423 5 ปีที่แล้ว +3

    Their is -20 in 1st equ.

  • @do_youknow67
    @do_youknow67 4 ปีที่แล้ว

    Sir apka whatsapp no dijiye