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  • Autodesk Robot Structural Analysis

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    Distinguished Contributor
    Posts: 121
    Registered: ‎08-03-2012

    fix modol help.

    139 Views, 2 Replies
    10-02-2012 06:55 PM

    Hi. I is modol,all the same load, Why results other.

    Please see picture

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    2012-10-03_0849.png

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    Valued Mentor
    tony.ridley
    Posts: 475
    Registered: ‎09-07-2011

    Re: fix modol help.

    10-02-2012 08:32 PM in reply to: A.wikipedia

    A.wikipedia you are a funny man!

     

    Your columns are bigger and hence stiffer in one axis.  So the beam takes less moment due to variation in bending stiffness of column.  Make column square and bending moment is same. 

     

    You need to look more at your model and ask yourself more questions before posting. 

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    Distinguished Contributor
    Posts: 121
    Registered: ‎08-03-2012

    Re: fix modol help.

    10-02-2012 08:53 PM in reply to: tony.ridley

    Sory.

    My knowledge is limited.Thank tony

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