Hi,
I'm trying to perform a punching shear check outside of an enlarged column head. In my case, the column head is modelled as a 350-mm-thick slab that fills an opening in a 250-mm-thick slab with a column in the middle. I enabled punching shear check at the column end point and at all four corner points of the head, but these points have no results because, as I assume, they are not recognized as supports. Checking punching shear on slabs with enlarged column heads was possible in RFEM 5, is it still possible in RFEM 6?
Thanks