RAFT/MAT FOUNDATION DESIGN IN PROTA STRUCTURE-PART1/2

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  • Опубликовано: 11 сен 2024

Комментарии • 10

  • @nasseraltamsse252
    @nasseraltamsse252 6 лет назад +1

    thanks decode be you are good man

  • @agilaliqqa1175
    @agilaliqqa1175 6 лет назад

    Excellent work and explanation. I like it better when you use your voice.

  • @turhanbildirici787
    @turhanbildirici787 6 лет назад +1

    Hİ, To do using more economic reinforcement, Firstly, I want to set reinforcement of foundation with same radius and equal intervals, and than , I want to set additional reinforcement on unsufficient regions .How can apply additional reinforcement and draw it on mat foundation? How can achive this way? Thank you.

  • @TheKayarProductions
    @TheKayarProductions 5 лет назад

    When you were exporting contours for needed steel areas, you didn't check the maximum and minimum values from the top right corner in loading cases. You used only the G*F loading not the maximums. Just reminding.

  • @theshadowworld6907
    @theshadowworld6907 5 лет назад

    Thank You, Sir. Nice video.
    Can you please tell me what country code mostly used for building analysis and design in Bangladesh. Because BNBC can't include any analysis software.

  • @Iammajorfx
    @Iammajorfx 2 года назад

    Please how do you provide a design report for the raft foundation

  • @wanrids
    @wanrids 4 года назад

    how to check the punching shear at post analysis?

    • @Decodebd
      @Decodebd  4 года назад +1

      Will show in coming tutorials in sha Allah.