Lateral Bracing in ETABS

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  • Опубликовано: 10 дек 2024

Комментарии • 2

  • @calvoh9715
    @calvoh9715 9 месяцев назад +1

    nice one, how do you set non linear condition for the bracing elements in steel structure, in a 3d model where you have seismic and wind loads already set, and you want the bracing elements to take only tension or compression. Do you set load case for non-linear condition? does this work in Etabs like I do it in Autodesk Robot.

    • @EngineerHunter
      @EngineerHunter  9 месяцев назад

      You need to set the compression/tension limit in ETABS. After that, you need to define nonlinear load case then run the structural analysis.