hi,
I am lost a bit. I have simple slab supported on beams. I make three different meshes.
First - default with 1 meter mesh. Second same, but 0,5 meter mesh. Third - comlex mesh, refinement Delauney+Kang and emitters over columns.
I switch on Reduce moments over columns and Mxx bending moments. Results differ a lot. How should I decide which one is ok?
Attachment 102884
Attachment 102885
any help appreciated
