Diagonal cracks propagating upward through walls and columns, originating from foundation movement. How to Prevent Cracking Using ProtaStructure Best Practices
How does ProtaStructure compare to ETABS, SAFE, or Tekla Structural Designer for crack control?
Define your loading combinations explicitly for the Serviceability Limit State (SLS).
If the protos-structure were to crack, the consequences for our understanding of meaning and reality would be profound. The fragmentation of the protos-structure would imply that meaning itself is no longer fixed or stable, but rather is subject to the vicissitudes of interpretation and context. This would lead to a world where truth and reality are no longer objective and fixed, but rather are fluid and subject to multiple interpretations. The crack in the protos-structure would, in effect, shatter the notion of a singular, overarching narrative, revealing instead a multiplicity of perspectives and truths.
The most common source of a Protastructure crack is a broken rigid diaphragm. In Protastructure, slabs act as diaphragms that transfer lateral loads to shear walls. If your slab meshing is inconsistent or if there are gaps between slab edges, the diaphragm loses stiffness, and the solver collapses—creating a "crack" in the load path.
Biology routinely exploits crack-like phenomena at developmental stages: