ETABS-Steel Truss Factory Structure-02/02

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  • Опубліковано 19 вер 2024
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КОМЕНТАРІ • 21

  • @eduardooroz6924
    @eduardooroz6924 Рік тому

    Why is there no seismic design?

  • @mohamedkhalaf1972
    @mohamedkhalaf1972 8 років тому

    thank for your efforts i learn more from your vedios i want to ask for put clading material at the roof (after define it such as sandwish panel with density 170 kg/m2) and put live load on it
    it put for wind and live load and self load ,
    Is it correct? it not good with me is it because of mechanical properties or what

    • @cefcicivilengineering3776
      @cefcicivilengineering3776  8 років тому

      yes if you want to assign shell load on cladding in etabs i think will have some problem with load transfer. you should distributed the load from shell load to frame load is better.
      thanks

  • @leooto7167
    @leooto7167 8 років тому

    Great vid! Sorry for asking silly question but how do u set the color option? In my case it shows only the object color :( thanks in advance, mate!

    • @cefcicivilengineering3776
      @cefcicivilengineering3776  8 років тому

      Thank you for support and pls help to share if it's useful
      you can use extrude view toggle first and then run deformation of structure

  • @nickscandraputra
    @nickscandraputra 7 років тому +1

    Hello, can you tell me about release member, why i don't see you release the member?
    And about that red member in the peak of the roof, I think it's because 2 trusses were crossed, do you have the solution? I have similar problem. Thank you.

    • @cefcicivilengineering3776
      @cefcicivilengineering3776  7 років тому

      Yes you mean release force or moment to any member right ? . for red member is fail in D/C demand / Capacity
      in this case we need to re-design and analysis with other section
      thanks

    • @nickscandraputra
      @nickscandraputra 7 років тому

      yes, release moment or force to any member. Is it posible to do that for truss?

  • @MrMonir-hm1cq
    @MrMonir-hm1cq 7 років тому +1

    there is two member fail shown. but how to improve that member please tell me?

  • @maramadnan
    @maramadnan 5 років тому

    Move and align at etabs :
    ua-cam.com/video/x2vxqwJHHh4/v-deo.html
    Complex column :
    ua-cam.com/video/HgKj6CWHSOU/v-deo.html
    Drop panel :
    ua-cam.com/video/_gEmGNZSuew/v-deo.html
    Replicate and Mirror :
    ua-cam.com/video/qWpr7HG5xs8/v-deo.html

  • @ngoccanh284
    @ngoccanh284 8 років тому

    Hi mate, What should we do with red color element?

    • @cefcicivilengineering3776
      @cefcicivilengineering3776  8 років тому

      Thank you for support and pls help to share if it's useful
      Hello red element mean that member failed or nearly fail in design capacity D/C(Demand/Capacity)
      So you have to re design with new condition

  • @engvuthy8769
    @engvuthy8769 9 років тому +1

    which color is better ?

  • @tranhau8383
    @tranhau8383 8 років тому

    How I can show beam stress steel frames like stad pro?thank so much!

    • @cefcicivilengineering3776
      @cefcicivilengineering3776  8 років тому

      After you Analysis -> Set Display Option -> Click On Extrude frame and Shell and then click on Show Deformed Shape -> Show Contour for Displacement Resultant

  • @moizkhan2903
    @moizkhan2903 4 роки тому

    how we select

  • @mohamedkhalaf1972
    @mohamedkhalaf1972 8 років тому

    if can you reply to my question i am very thankful for this

    • @cefcicivilengineering3776
      @cefcicivilengineering3776  8 років тому

      For More Videos Tutorials in Play List
      ua-cam.com/channels/2ym1JDz2rD5HYMd5GZs5sg.htmlplaylists