Beam reinforcement with Cranked bottom bars | Tekla Structures

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ความคิดเห็น • 32

  • @carlosaguilar4550
    @carlosaguilar4550 4 ปีที่แล้ว +1

    Buen trabajo. Continua asi. Dicen que la mejor forma de aprender es enseñar. saludos amigo.

  • @bayramyucel6523
    @bayramyucel6523 3 ปีที่แล้ว +1

    dear teacher, how do we start the colon sprouts not from the top of the floor, but from a height of 1 meter, for example

  • @mohamedboukmouri3533
    @mohamedboukmouri3533 6 ปีที่แล้ว

    When drawing, the drawing board there is a problem showing the arming table. How can I see this table

  • @opikependi
    @opikependi 3 ปีที่แล้ว

    good.

  • @slomo-r2744
    @slomo-r2744 6 ปีที่แล้ว

    thanks ; haw i can showing the arming and ferreilliage in plans

    • @MauriceDimba
      @MauriceDimba  6 ปีที่แล้ว

      I will show you when generating shop drawings

  • @lilp7632
    @lilp7632 6 ปีที่แล้ว

    THANKS

  • @bayramyucel6523
    @bayramyucel6523 3 ปีที่แล้ว +1

    Do we have a chance to make such a design by not connecting the sprouts left at the concrete casting at zero elevation, but by starting at +100 cm elevation and making it at 80 cm height???

    • @MauriceDimba
      @MauriceDimba  3 ปีที่แล้ว +1

      yes very much possible

    • @bayramyucel6523
      @bayramyucel6523 3 ปีที่แล้ว

      @@MauriceDimba can you help us????

  • @DesignReady.
    @DesignReady. 3 ปีที่แล้ว

    Is it give cutting length

  • @carlosaguilar4550
    @carlosaguilar4550 4 ปีที่แล้ว +1

    Thanks a lot Maurice. Good job. Can you upload the Archive to review in Tekla? please. Bye.

  • @romeounda8731
    @romeounda8731 5 ปีที่แล้ว

    I have a question, when a beam is modeled, the column face model or the column axis, because tekla generates a meter and if I model it to the axis, the concrete would mismeasure me, but steel does not generate me well. what solution can there be, please help

    • @MauriceDimba
      @MauriceDimba  5 ปีที่แล้ว +1

      Mail me at mauridimba1@gmail.com

  • @obedtari8390
    @obedtari8390 6 ปีที่แล้ว

    Hi Maurice. I tried to used Wind and Seismic Wizards on Tekla Structural Designer but It does not work. A notice reads "No Wizard Variant for current Code" I am using Australian Code. Can you help me out?

    • @MauriceDimba
      @MauriceDimba  6 ปีที่แล้ว

      send the images of what is not working to mauridimba1@gmail.com

  • @bmontoya
    @bmontoya 4 ปีที่แล้ว +1

    How can I get that kind of "rebar in beam (90)", since I don't have it in my database. Greetings from Peru.

    • @MauriceDimba
      @MauriceDimba  4 ปีที่แล้ว

      by end of January,all all macros for Tekla will be available on www.civilmax.com,Its being worked on, to have everything that you may need in design.

    • @MauriceDimba
      @MauriceDimba  4 ปีที่แล้ว

      civilmax.com/file/view/9/grasshopper-tekla-live-link-2017

  • @kvdhamo2941
    @kvdhamo2941 ปีที่แล้ว

    Hi Sir column size and beam is must to be same size..?? Wheather it can be different

  • @bijaygorain9073
    @bijaygorain9073 5 ปีที่แล้ว +1

    Very helpful video... how to change the number of crank bars

    • @bijaygorain9073
      @bijaygorain9073 5 ปีที่แล้ว +1

      I actually figured it out myself but I am not able to change the number of bars to one. Other than that it's working fine.

    • @MauriceDimba
      @MauriceDimba  5 ปีที่แล้ว

      good to hear that

    • @MauriceDimba
      @MauriceDimba  5 ปีที่แล้ว

      I will consider that in the next upload

    • @bijaygorain9073
      @bijaygorain9073 5 ปีที่แล้ว

      @@MauriceDimba cool... you should also try continuous reinforcement component. It also has same kind of glitch.

  • @kapishsharma1018
    @kapishsharma1018 5 ปีที่แล้ว +2

    reduce the number of advertisements in your video.