Steel Design Chapter 4 Flexural-Torsional Buckling Problem 2 (PH)

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  • Опубликовано: 7 фев 2025
  • Steel Design Chapter 4 Compression Members
    4.1 #CompressionMembers
    4.2 #FlexuralBuckiling
    4.3 #TorsionalBuckiling
    4.4 #Torsional-FlexuralBuckling
    Credits:
    1. Intro Template: • (FREE) 2D Square Intro...
    2. Music:
    2.1 Driven to Succes by Scott Holmes, Source: www.freemusicar...
    2.2 Instrumental (Guitar) by Carl Ernest Tayag, check his channel: / @ninja35ful
    3. Reference for the discussion: Steel Design, 5th Edition, by William T. Segui
    4. Images: Steel Design, 5th Edition, by William T. Segui
    Comment your suggestions or questions here.
    Thanks for watching!
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    God bless! :)
    #SteelDesign #Structural Design #CEBox #CivilEngineering #Engineering

Комментарии • 14

  • @daleth2070
    @daleth2070 2 года назад +1

    Salamat Master !

  • @uniceannecuyos7295
    @uniceannecuyos7295 11 месяцев назад +1

    Is there any chance po na makapag-upload kayo for built-up members? Mas naiintindahan ko po kasi kayo kaysa prof namin hehe

    • @cebox
      @cebox  7 месяцев назад

      Hello po. There is a chance, but malabo pa po ngayon since ang ongoing template po na ginagawa namin ay for RCD po.
      (Sorry for the very late reply. Tinatapos lang yung Thesis namin sa Masteral. Hoping this year, maging okay na lahat. God bless po!)

  • @christoperdelacruz9279
    @christoperdelacruz9279 2 года назад +1

    Hi Sir, tanong ko lang po kung pano magiging application nyan sa actual. example po sa C-Purlins. Pag icocompare po yung orientation na yung isa open up and yung isa open down

    • @cebox
      @cebox  Год назад

      Paano pong open up and open down?
      (𝗦𝗼𝗿𝗿𝘆 𝗳𝗼𝗿 𝘁𝗵𝗲 𝘃𝗲𝗿𝘆 𝗹𝗮𝘁𝗲 𝗿𝗲𝗽𝗹𝘆. 𝗪𝗲'𝗿𝗲 𝗷𝘂𝘀𝘁 𝗯𝘂𝘀𝘆 𝘁𝗵𝗲𝘀𝗲 𝗽𝗮𝘀𝘁 𝗳𝗲𝘄 𝗺𝗼𝗻𝘁𝗵𝘀 𝗶𝗻 𝗼𝘂𝗿 𝗽𝘂𝗯𝗹𝗶𝗰𝗮𝘁𝗶𝗼𝗻 𝘀𝗮 𝗠𝗮𝘀𝘁𝗲𝗿𝗮𝗹, 𝘀𝗮 𝗧𝗵𝗲𝘀𝗶𝘀, 𝘄𝗼𝗿𝗸 𝘀𝘁𝘂𝗳𝗳, 𝗮𝗻𝗱 𝗹𝗶𝗳𝗲. 𝗛𝗼𝗽𝗲 𝗻𝗮 𝗻𝗮𝗸𝗮𝘁𝘂𝗹𝗼𝗻𝗴 𝗮𝗻𝗴 𝗖𝗘 𝗕𝗼𝘅 𝘀𝗮 𝗶𝗻𝘆𝗼𝗻𝗴 𝗽𝗮𝗴𝗮𝗮𝗿𝗮𝗹. 𝗧𝗵𝗮𝗻𝗸 𝘆𝗼𝘂 𝗮𝗻𝗱 𝗚𝗼𝗱 𝗯𝗹𝗲𝘀𝘀!)

  • @Elohimiel
    @Elohimiel 2 года назад +1

    Ba't po ba always nasa no axis of symmetry ang flexural buckling? what if po pag doubly symmetrical na? yung bigger slenderness ratio na po ba yung buckling axis?

    • @cebox
      @cebox  2 года назад +1

      Nasa introduction po namin yan. Pakibalikan po discussion namin about sa Flexural, Torsional, at sa Flexural-Torsional buckling. Ito po link: ruclips.net/video/5t-Hlx__v0I/видео.html
      (Sorry for the very late reply as CE Box is very busy with his Master's Degree, Accreditation, Work Stuff, and Life. Thank you for understanding. Keep in touch with CE Box as we plan to do more video tutorials.)

    • @pigmaluchnnl8765
      @pigmaluchnnl8765 Год назад

      Opo para magkaroon ng smaller value kasi magiging denominator yong kl/r so mag yi-yield siya ng smaller value

  • @johnanthonypalado9068
    @johnanthonypalado9068 6 месяцев назад

    Hello po engr, yung G po diba po 72.2? Hindi 77.2?

  • @monday4617
    @monday4617 2 года назад +1

    teacher ka po ba sir

    • @cebox
      @cebox  2 года назад

      Yes po. Why po?

    • @monday4617
      @monday4617 2 года назад +2

      @@cebox saan ka po teacher 🥰 ang ganda po ng mga videos nyo po

    • @cebox
      @cebox  2 года назад +2

      Tarlac State University po..
      Thank you for the appreciation po..😇😇😇

    • @monday4617
      @monday4617 2 года назад

      @@cebox MSU IIT student po ako😊