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Mentor
GabrieleNovembri1027
Posts: 162
Registered: ‎01-24-2009
Accepted Solution

Panel load distribution

338 Views, 5 Replies
01-04-2012 07:56 AM

Hi All,

I am trying to analyze a structure using a unidirectional slab without f.e.. The verification of the structure give always the same advice " The he load  ...." as shown in the picture.

Cattura1.PNG

 

The distribution of load seems anyway correct as shown in the picture.

Any suggestion, How I can understand if and where the things are going wrong ?

 

Thanks

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Rafal.Gaweda
Posts: 5,048
Registered: ‎04-26-2010

Re: Panel load distribution

01-04-2012 08:30 AM in reply to: GabrieleNovembri1027

On my simple model everything works fine.

Please send me your model

 

warn.jpg



Rafal Gaweda
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Mentor
GabrieleNovembri1027
Posts: 162
Registered: ‎01-24-2009

Re: Panel load distribution

01-04-2012 10:18 AM in reply to: Rafal.Gaweda

Hi Rafal,

You will find attached the RTD file of the part of the model that causes the error. It is portion of a very big structure and I have isolated the part with the problem as shown in the picture (the attached file is only a little part of the substructure in the picture). I have created constraints and so you can run the analysis. The selected panels give the error.

Thanks

 

raphal.PNG

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Product Support
Rafal.Gaweda
Posts: 5,048
Registered: ‎04-26-2010

Re: Panel load distribution

01-05-2012 01:15 AM in reply to: GabrieleNovembri1027

You are right. Loads are generated correctly but the misleading (in this case) warning message is displayed.

 

One hint: if you want to neglect some bars in claddings loads generation use Geometry \ Additional Attributes \ Loads Distribution Options -> .... Ignore

 

ignore.jpg





Rafal Gaweda
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Mentor
GabrieleNovembri1027
Posts: 162
Registered: ‎01-24-2009

Re: Panel load distribution

01-05-2012 02:36 AM in reply to: GabrieleNovembri1027
 
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Mentor
GabrieleNovembri1027
Posts: 162
Registered: ‎01-24-2009

Re: Panel load distribution

01-05-2012 02:37 AM in reply to: GabrieleNovembri1027
Hi Rafal,
Thanks a lot.
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