Bearing and stiffener design for steel beams - SD424

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  • Опубликовано: 13 дек 2024

Комментарии • 12

  • @brigidkelly2085
    @brigidkelly2085 2 года назад +2

    thank you, this is helpful and well-explained!

  • @halalisanizulu8336
    @halalisanizulu8336 3 года назад

    You're the best my good sir

  • @Davehuv
    @Davehuv 4 месяца назад

    Hi Richard, why not perform the Flange Local Bending check when performing the checks for concentrated loads per AISC section J10? Is it simply because the note " if the length of loading across the member flange is less than 0.15bf, then FLB is not checked, or is it for some other reason regarding bearing design and stiffeners? Thanks!

    • @richard_walls
      @richard_walls  4 месяца назад

      @@Davehuv we have slightly different checks in our code which is based on the old Canadian code version.

  • @engineermistructe3768
    @engineermistructe3768 3 года назад

    excellent

  • @halalisanizulu8336
    @halalisanizulu8336 3 года назад

    How do we treat a crawl beam where N cannot be determined and the load is applied on the tension flange in a continuous beam with cantilevers on both ends

  • @imadmoraboti2737
    @imadmoraboti2737 3 года назад

    👍

  • @saiatada1630
    @saiatada1630 2 года назад

    May i know the book reference?

  • @fatimabibi8775
    @fatimabibi8775 3 года назад

    foundation design such as pilers

  • @roqeebazeez4862
    @roqeebazeez4862 Год назад

    Is SANS similar to eurocode or BS

    • @richard_walls
      @richard_walls  Год назад

      It is based on the Canadian code CSA S16. However, it has some similarities to the old BS code.

    • @roqeebazeez4862
      @roqeebazeez4862 Год назад

      @@richard_walls Alright, thanks