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 ?
Solved! Go to Solution.
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.
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