6-22|Chapter 6| Bending | Mechanics of Material Rc Hibbeler|

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  • เผยแพร่เมื่อ 8 ม.ค. 2025

ความคิดเห็น • 11

  • @WaseemKhan-yz9xz
    @WaseemKhan-yz9xz 2 ปีที่แล้ว +1

    Throughly explained and recommended contents..

  • @letshavefunbuddy9130
    @letshavefunbuddy9130 2 ปีที่แล้ว +2

    Ma shaa Allah sir learning alot from your vedio ..... Keep the hard worl 😘😘😘

    • @engradnanrasheedmechanical
      @engradnanrasheedmechanical  2 ปีที่แล้ว +1

      Thank you for your valuable feedback and support. Keep watching and also share it among your community...

    • @letshavefunbuddy9130
      @letshavefunbuddy9130 2 ปีที่แล้ว

      @@engradnanrasheedmechanical ok sir Insha Allah

    • @letshavefunbuddy9130
      @letshavefunbuddy9130 2 ปีที่แล้ว +1

      @@engradnanrasheedmechanical ok sir Insha Allah

  • @letshavefunbuddy9130
    @letshavefunbuddy9130 2 ปีที่แล้ว +2

    ❤❤❤

  • @thatpartofasong5122
    @thatpartofasong5122 ปีที่แล้ว +1

    Thankyou so much Sir!!!

  • @Priyaguglavath06
    @Priyaguglavath06 ปีที่แล้ว +1

    at 8:36 while writing the shear equation the units are not matching ....you took 4kn downwards correct....V to be downward correct but the load by the triangle is not taken you took it as like a moment ....can you correct me if i m wrong or else clear my doubt .......(1/2)4kn/m*x2 its moment ....my solving it we get unit as KN-m which is moment not force

    • @engradnanrasheedmechanical
      @engradnanrasheedmechanical  ปีที่แล้ว +2

      Well you have mixed one thing the (4/3*X having unit KN/m) and when you convert triangular load in to Point load (1/2 * (4/3*X unit KN/m)* (x unit m) will have Unit KN which is the unit of force. I hope it will be clear to you now.....