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    Contributor
    Athi_uk
    Posts: 13
    Registered: ‎12-21-2010
    Accepted Solution

    Robot Steel Frame analysis

    404 Views, 3 Replies
    10-21-2011 02:33 AM

    Hi,
    Recently I have done a steel frame analysis in Robot 2011 and Can you please answer the following questions:
    1. what is the default connections in Robot among the beams or beams and columns in a 3D frame?
    2. Is it a rigid or pinned connection?
    3. If I apply a pinned-pinned release among the bars structure becomes unstable during the calculation, how can I solve this issue?
    4. Do we need to apply pinned-pinned releases among the bars when we do a frame analysis?

    Many thanks

    Regards,
    James

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    Product Support
    Posts: 2,543
    Registered: ‎04-26-2010

    Re: Robot Steel Frame analysis

    10-21-2011 02:47 AM in reply to: Athi_uk

    Hi

     

    As a default all connections between bars are fixed.

     

    In case of instabilities please upload model or contact me by Private Message



    Rafal Gaweda
    Product Support
    Autodesk, Inc.
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    Contributor
    Athi_uk
    Posts: 13
    Registered: ‎12-21-2010

    Re: Robot Steel Frame analysis

    10-21-2011 02:57 AM in reply to: RG_Adsk

    Hi Rafal,

    Thanks for your reply and I have attached the model with this message.

     

    Regards,

    James

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    Product Support
    Posts: 2,543
    Registered: ‎04-26-2010

    Re: Robot Steel Frame analysis

    10-21-2011 07:37 AM in reply to: Athi_uk

    Hi,

     

    Generally - too many releases (wrongly applied, giving instabilities - in this case errors in model).

    You can not release bars on pinned supports (-> the same dofs released twice).

    My vision of this model attached: fixed supports with released columns, bracings ( 101to108 128to137) as  truss bars, Fixed-Pinned1 releases applied on structure, some relases changed to get rid of instabilities.



    Rafal Gaweda
    Product Support
    Autodesk, Inc.
    Please use plain text.