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Implement wet curing blankets or liquid curing compounds immediately post-pour to eliminate plastic shrinkage risks.
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For certain older or specific regional codes, the program verifies that the tension in the reinforcement does not exceed a predefined limit. Aperture Calculation: For most modern codes, the software calculates the actual fissure aperture (crack width). 2. Configure Exposure Classes
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Planning electrical systems, plumbing, and HVAC.
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Exact locations where tensile stresses exceed concrete tensile strength ( fctmf sub c t m end-sub Calculated crack width values vs. permissible code limits. Step 4: Geometric and Steel Reinforcement Optimization
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If the steel ratios become too dense, increase the concrete cross-section (e.g., deepening a beam or thickening a slab). This reduces the overall tensile stress acting on the concrete matrix.