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Wall Normal Forces

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  • Wall Normal Forces

    Hello,

    I have a problem with the interpretation of the results of the surface element.
    So, I've made a simple model as shown in image 1.
    Klicke auf die Grafik für eine vergrößerte Ansicht

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    Pic 1
    Each wall segment is 10m long, 3m high and has a thickness of 0.2m. Slabs are 5x10m and they are loaded with 4 kN/m2 each. Self-weight is not included. I've also made a result beam of one wall so I can analyze it as a column but when I run analysis I think these results are a little off.
    Normal force N diagrams are shown in picture 2.
    Klicke auf die Grafik für eine vergrößerte Ansicht

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    The first and the last value are ok, those were excepted, but I was wondering why normal force changes gradually on places where the slab is connected because I was expecting it to change as I've drawn on picture 3 with blue line (increments of 100kN without any change form slab to slab?
    Klicke auf die Grafik für eine vergrößerte Ansicht

Name: 3.png
Ansichten: 78
Größe: 10,3 KB
ID: 3301
    I hope I made clear what is bothering me, so any help will help.
    Thanks in advance!
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  • #2
    Hi. Can you please attach the RFEM file. I think this is a problem in setting the member division or element size.

    Frank Faulstich
    Support Team der
    Dlubal Software GmbH
    info@dlubal.com
    https://www.dlubal.com

    Kommentar


    • #3
      Zitat von Frank Faulstich Beitrag anzeigen
      Hi. Can you please attach the RFEM file. I think this is a problem in setting the member division or element size.

      Frank Faulstich
      Sure. I'm having some trouble uploading it here so I'll leave you link for my Google Drive where you can download it.

      Kommentar


      • #4
        The reason was the member division. If I increase this value from 10 to 50, the result bar shows the expected curve.

        Divisions of Members

        Frank Faulstich
        Support Team der
        Dlubal Software GmbH
        info@dlubal.com
        https://www.dlubal.com

        Kommentar


        • #5
          Zitat von Frank Faulstich Beitrag anzeigen
          The reason was the member division. If I increase this value from 10 to 50, the result bar shows the expected curve.

          Divisions of Members

          Frank Faulstich
          Thank you! That was the problem

          Kommentar

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