Steel Design - Bending/Shear - Design of web stiffeners - SD424

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  • Опубликовано: 2 ноя 2024

Комментарии • 4

  • @krishnachandranandam3979
    @krishnachandranandam3979 4 месяца назад

    Would you add web or connected stiffener element area in the effective area for axial capacity calcs when they are bolted connection instead of welds?

    • @richard_walls
      @richard_walls  4 месяца назад

      Only with caution. Bolts have tolerances so will need to move before load is carried.

  • @sunvannak1800
    @sunvannak1800 6 лет назад

    Good Job.

  • @forsonalbert9859
    @forsonalbert9859 4 года назад

    great