Column BUCKLING in Truss Example in 2 Minutes!

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  • Опубликовано: 12 сен 2024

Комментарии • 9

  • @princekingstone4572
    @princekingstone4572 3 года назад +1

    Absolutely awesome… thanks

  • @jaydenjee427
    @jaydenjee427 3 года назад +1

    Wow amazing! This is absolutely amazing. Thanks!

  • @janlibanico3017
    @janlibanico3017 2 года назад +2

    How come I didn't get the same value for the critical loads?

  • @GauravGupta-by1ml
    @GauravGupta-by1ml Год назад +2

    at 1:22 you wrote 4 instead of 16 (2^4) in the denominator of the Pcr formula. Please check. Nevertheless the final answer i.e. 7.06 kN and 7.88kN are correct.

  • @muhiddenmisbak1013
    @muhiddenmisbak1013 Год назад

    at 1:24, I=pi x d^4 /64 regardless, the answer is correct

  • @ozi-g-be
    @ozi-g-be 3 года назад

    Why was the moment of inertia formula used the circle one?

    • @LessBoringLectures
      @LessBoringLectures  3 года назад

      AB and BC are rods (circular cross-sections). You can tell by the given diameter information, 18 and 22 mm.