Beam Short and Long Term Deflection in ETABS

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  • เผยแพร่เมื่อ 21 ธ.ค. 2022
  • Beam Short and Long Term Deflection in ETABS
    #ETABS #Deflection #Beam
    This video shows how to find short term and long term beam deflection in ETABS and compare the results with hand-calculation by using Excel spreadsheet.
    Blog: engineer-hunter.blogspot.com/...
    File used in this video: bit.ly/3HSsWGQ
    Tags:
    Beam Deflection
    ETABS
    CSI
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ความคิดเห็น • 18

  • @EngineerHunter
    @EngineerHunter  ปีที่แล้ว

    To run floor cracking analysis with the design rebar, you need to perform linear analysis first and run the design of slab and beam, then run the nonlinear cracking analysis.
    Otherwise the program will use minimum rebars for floor cracking analysis (as in the video).

  • @kinjazz5050
    @kinjazz5050 11 หลายเดือนก่อน +1

    Informative and very useful. Thank you

  • @miqdadkhosyi9925
    @miqdadkhosyi9925 ปีที่แล้ว

    what program do you use to highlight and sound clicked pointer?

  • @vesaltorabi9
    @vesaltorabi9 4 หลายเดือนก่อน

    Hi, great video! thank you so much! Why can't I download the spreadsheet? How do I find it?

  • @dato1791
    @dato1791 ปีที่แล้ว +2

    hey, can you tell me wich PC and system do you use? your model looks so smooth and it works very well. thanks

    • @toantrungthach1403
      @toantrungthach1403 ปีที่แล้ว +2

      You could go to tool (menu) >> select graphic >>> X Direction. Hope it helps.

    • @EngineerHunter
      @EngineerHunter  ปีที่แล้ว +1

      I use I9-12900k RTX 3060. You can turn on Direct X to view your results smoothly. Usually, when I draw the model, I use standard graphic. When view results, I use Direct X.

  • @user-lc7fe3py3h
    @user-lc7fe3py3h 10 หลายเดือนก่อน +1

    Sir
    Does the ETABS program take compression and tension steel into consideration in the design when checking the deflection values for beams?
    Or does it take the area of ​​the concrete section only?

    • @EngineerHunter
      @EngineerHunter  9 หลายเดือนก่อน +2

      From the CSI forum, the rebar will be considered. If you run the analysis and design, then the section analysis performance will take the previous rebar design. If not, the program will assume the minimum rebar for computing the deflection.

    • @user-lc7fe3py3h
      @user-lc7fe3py3h 9 หลายเดือนก่อน

      ​​​@@EngineerHunterDo you mean that if you analysis and design the beam
      the program will take the design rebar
      and if you make a check for long-term deflection before design
      the program will take the minimum-rebar
      Is this what you mean, Sir?

  • @tholsothea9331
    @tholsothea9331 ปีที่แล้ว +1

    👍

  • @ponleujune3939
    @ponleujune3939 10 หลายเดือนก่อน

    Why choosing Nonlinear static for determine the deflection?

    • @EngineerHunter
      @EngineerHunter  10 หลายเดือนก่อน +1

      Because we need to include the cracked effect.

    • @ponleujune3939
      @ponleujune3939 10 หลายเดือนก่อน

      @@EngineerHunter Could you explain what is the different between non linear and linear load? Thank

  • @alikarim7027
    @alikarim7027 ปีที่แล้ว +1

    how can I get the excel sheet please ?

    • @EngineerHunter
      @EngineerHunter  ปีที่แล้ว

      You can download the file by visiting the link in he description of the video and subscribe to our Patreon page. You can also download many other files for free once you subscribe. Thanks.

  • @khinbunly7777
    @khinbunly7777 7 หลายเดือนก่อน +1

    Do we Need to Reduce Stiffness or not ?