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    Member
    Posts: 3
    Registered: ‎08-20-2012
    Accepted Solution

    Beam/colmn Calculotor: Changing the angle of a distributed load

    246 Views, 5 Replies
    08-20-2012 09:38 AM

    I am using beam/column calculator in the frame generator in inventor 2010 suite.

     

    I have a beam being used for a flight of stairs it is positioned 40 deg above the 'floor' or my xy plane in my assembly.

    I want to place a distributed load acting as if there were several people stading on the stairs at one time so in the direction of the z axis of my assembly.

     

    The problem I am having is I try to change the angle of the distributed load but it only allows me to change the x and y components of the load. You can see this in the screenshots i took.  

     

    Is there a way I can:

    a) change the angle of the laod in the Z directions

    or

    b) change the cordinates in beam itself so the x axis is along the length of the beam instead of the z axis.

     

    I have tried adding a UCS to the beam part but it still wants to choose the length of the beam as the z axis.

     

    Any help would be greatly appreciated.

    Matt

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    *Expert Elite*
    Posts: 732
    Registered: ‎09-03-2008

    Re: Beam/colmn Calculotor: Changing the angle of a distributed load

    08-20-2012 01:52 PM in reply to: vogelzmr

    I'm not sure what all of the options are in the beam calculator, but you could do this by splitting your load into a Y component and an axial load component (Z component).  So in effect, you will have two loads applied.  One for the vertical Y component of the total load, and an axial load for the Z component.  Does that make sense?

     

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    blair
    Posts: 2,269
    Registered: ‎11-13-2006

    Re: Beam/colmn Calculotor: Changing the angle of a distributed load

    08-20-2012 02:09 PM in reply to: vogelzmr

    Select/Check the Vector box in the Load dialogue box. You can then enter in your load vectors, or create a work axis and use it for load direction. I believe you can even use a Work-Axis to define the load direction (still need to "Check") the vector box.

     

    Sorry, I was thinking of either analysis in model or frame-gen.

     

     

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    Member
    Posts: 3
    Registered: ‎08-20-2012

    Re: Beam/colmn Calculotor: Changing the angle of a distributed load

    08-21-2012 10:06 AM in reply to: blair

    There is no vector box to 'check' i think that is a feature of the stress analysis found in the 2010 pro version, which i unfortunately do not have. I am using the beam/column calculator found in the frame generator feature of the 2010 suite version.

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    Member
    Posts: 3
    Registered: ‎08-20-2012

    Re: Beam/colmn Calculotor: Changing the angle of a distributed load

    08-21-2012 10:08 AM in reply to: cwhetten

    This will work, i just was hoping to avoid breaking up my applied load into axial and shearing loads, i know that is lazy of me, thanks for the help!

     

    Matt

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    Valued Mentor
    jdkriek
    Posts: 267
    Registered: ‎03-29-2007

    Re: Beam/colmn Calculotor: Changing the angle of a distributed load

    08-21-2012 01:31 PM in reply to: vogelzmr

    Good information, thanks for sharing.

    Jonathan D. Kriek
    Inventor Applications Engineer
    Autodesk Inventor Certified Expert
    Microsoft Certified Application Developer
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