Panel load distribution

[GabrieleNovembri1027]

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.

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

[Rafal.Gaweda]

On my simple model everything works fine.

Please send me your model

[GabrieleNovembri1027]

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

[Rafal.Gaweda · Accepted solution]

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

[GabrieleNovembri1027]

Hi Rafal,
Thanks a lot.