FE analysis of prestressed concrete beams with large openings

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  • เผยแพร่เมื่อ 15 ต.ค. 2024
  • Would you like to get a deeper insight into the world of structural analysis and concrete design? Then don't miss our upcoming webinar! We are pleased to invite you to our exclusive webinar on IDEA StatiCa, a sophisticated software programme that takes the analysis of prestressed beams to a new level.
    In this webinar we will provide you with a detailed insight into the functionalities of IDEA StatiCa and in particular cover the analysis of prestressed beams.
    Webinar content:
    Plan reinforcement optimally
    Configure tendons correctly
    Model loads accurately
    Perform ULS and SLS checks
    Consider cracking in concrete
    Try it on your own - get the free Trial license:
    www.ideastatic...
    and follow the step-by-step tutorial Prestressed beam with openings:
    www.ideastatic...
    Watch more webinars at www.ideastatic...

ความคิดเห็น • 4

  • @cavanshirpiriyev3552
    @cavanshirpiriyev3552 8 หลายเดือนก่อน

    Hello
    Thank you very much for the video.
    I have two questions.
    1. Is it planned to install IDEAstati DETAIL RUS code?
    2. Modeled in IDEAstatiCa Connection ((Metal column-concrete connection (with anchor bolts)) connection, is it possible to open the IDEAstatiCa DETAIL and reinforce the concrete block? (without modeling in IDEAstatiCa DETAIL)
    Is there a video of what I said?

    • @ideastatica_en
      @ideastatica_en  8 หลายเดือนก่อน

      Hello!
      1. No, maybe later in years.
      2. We are working on a link between Connection and Detail app to cover this scenario:
      - design footing and check it in terms of steel in Connection and have basic concrete block there
      - import concrete block to Detail, reinforce it and check it

  • @sisiriitr
    @sisiriitr 11 หลายเดือนก่อน +2

    some of the words during speaking the audio is not clear

    • @ideastatica_en
      @ideastatica_en  7 หลายเดือนก่อน

      Sorry the audio wasn't that clear. We'll check what happened. Thank you for your feedback.