Wall fixed support strange moments

[Anonymous]

Hi, i made this simple model to understand how robot works....so there is a simple wall with just a fixed support at the base and a Fy=100 kn in the middle. If i take a look at the mxx maps i got this image. I thought that the moment in force application point would be 0...isnt'it? Is the moment in that point caused by the internal reaction? the wall is 4m height and 4m large with 5cm tickness. Thanks everybody, i hoper you could help me  

[Artur.Kosakowski]

Could you attach your model?

[Anonymous]

yes for sure. Here is my model

[Artur.Kosakowski · Accepted solution]

Mind that the wall works in both directions and it deforms horizontally as well as vertically under the point load. In addition you should correctly set the projection of the results. I'm attaching the results for a model with rigid links defined along the top edge for the comparison.

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

[Anonymous]

I would like to know the deflection on z axis after the reinforcement. But if i use "plate and shell reinforcement" i could not get z axis deflection...How can i get the z axis deflection?

[Artur.Kosakowski]

By z axes do you mean the local Z of the panel (in the direction perpendicular to the panel) or the global Z (in the panel plane) ?

[Anonymous]

i'm sorry i made a mistake because i didn't use a sls combination...