Finite Element Method 1D Self Weight Tapered Bar Problem with simplified solution (Direct Method

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  • Опубліковано 10 гру 2024

КОМЕНТАРІ • 11

  • @prashantilalashettar8288
    @prashantilalashettar8288 2 роки тому +2

    Stress value at 3 is 100.26 is coming as per calculation sir thank you sir its an good explanation understood

  • @aakashbhangale2408
    @aakashbhangale2408 3 роки тому +4

    why u not multiple 'g' with density ?

  • @tafadzwampofu4795
    @tafadzwampofu4795 3 роки тому

    could you have used the average x-section of the tapered bar to create a uniform cross section instead on making it into a stepped bar?

  • @rajeshkumarsinghal8117
    @rajeshkumarsinghal8117 2 роки тому

    7800 kg should be converted into Newton(78000)?

  • @GranvioskI
    @GranvioskI 2 роки тому

    Is it 1.33×10^+5...at last

  • @mahanati1233
    @mahanati1233 2 роки тому

    bro last lo d2,d3 values casio lo yala kottali
    chappu bro.............

  • @venkateshkuruvamech.117
    @venkateshkuruvamech.117 Рік тому

    Sir how to calculate d
    values sir please tell this problem

  • @pandurangkudale6554
    @pandurangkudale6554 3 роки тому

    Very nice

  • @YUV_ENERGY
    @YUV_ENERGY 2 роки тому

    Why R1 value is - 1001.4207 N

  • @YUV_ENERGY
    @YUV_ENERGY 2 роки тому

    More problems to add this chapter

  • @markgindes9251
    @markgindes9251 3 роки тому

    “ Professor”- area has dimentions mm squared. Please put more reality in explanation. So far you sound like a broken android.