ideCAD Community Forum: To search for specific error codes or "cracks" discussed by other engineers.
✅ in the flagged region (add bars or use larger diameter) ✅ Reduce rebar spacing – tighter spacing helps control crack distribution ✅ Check concrete cover – too much cover can increase crack width ✅ Verify load combinations – sometimes accidental loads cause false warnings ✅ Use minimum reinforcement rules (TS 500 / EC2) – don’t skip them
Crack calculations are performed based on specific regulatory formulas, such as those found in TS 500 (Article 13.3), ensuring that crack widths stay within permissible limits for durability. Common Causes & Fixes in ideCAD idecad structural crack
ideCAD Structural automates the process of crack detection and prevention through integrated BIM workflows.
: A common "failure" message in ideCAD forums occurs when the design shear force exceeds the beam's capacity. You may need to manually adjust stirrup spacing (e.g., from 20cm to 17cm) to resolve this if the automatic selection fails. ideCAD Community Forum: To search for specific error
Structural cracks are physical manifestations of stress within a building's framework, often indicating underlying issues with stability or safety. For engineers using , managing these cracks involves a blend of advanced software analysis and sound engineering judgment to ensure compliance with international building codes. Understanding Structural vs. Non-Structural Cracks
Concrete All Failures list under the Structural Inspection menu to identify red-coded elements indicating design insufficiencies. Related Analysis Tools Feature Function in ideCAD Moment Curvature Diagrams Inspect the ductile behavior and cracking limits of reinforced sections. Risky Building Analysis Generates reports for existing structures, identifying capacity exceedance warnings. 3D FE Analysis Uses finite element meshing to simulate how cracks might affect real-world structural response. Would you like a step-by-step guide on applying : A common "failure" message in ideCAD forums
) relative to the neutral axis to ensure that deflections do not impair function or cause crushing in adjacent members.