The admissible deflection exceeded

[REDO10]

Hi,

the required reinforcement of the slab below does not pass due of excessive deflection and large opening !.. I changed the thickness of the slab several times but it still does not pass! so how to solve this problem and what can you Suggest me to do?

My file is attached bellow

thx

[Rafal.Gaweda]

for Mxx - averaging Mxx only

[t.sautierr]

Yes each effort with each effort, no mixing between Mxx and Myy. By the way it is tricky if one doesn't look carefully at the orientation of local axis pannel ..

and "for In case of linear support what happens actually?" ?

[Rafal.Gaweda]

I assume same happens if 2 pannels are in the same plane but one is released on the edge and the other is fixed ?

in such case for example xx direction is the same for both of them so the is not the problem with mixing directions

http://forums.autodesk.com/t5/Robot-Structural-Analysis/The-admissible-deflection-exceeded/m-p/51389...

I think not averaging is caused by DSC linear releases. I have forwareded this issue to developers. We will see.