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These are hogging (negative moment) cracks. They happen when there is insufficient top reinforcement over the continuous supports in the ProtaStructure model. protastructure crack
If your beams or slabs show excessive deflection in the analysis post-processor, the software is essentially predicting that the member will crack under its own weight or live loads. ProtaStructure uses to account for the reduced stiffness of concrete once it begins to fracture under tension. Torsional Cracking To ensure the safety of your structures and