Hello! We are working on a concrete slab without beams supported directly on columns. We are using Karamba 3D for calculations, and we wanted to know what are the shear stresses that are considered at the support of the slab on the columns.
Thanks!
Dear @Aldana,
currently, in Karamba3D 2 the transverse shear stresses in shell elements derive from the gradient of the bending moments since the elements are based on the Kirchhoff-Love theory.
– Clemens