Autodesk Advance Concrete 2015 Crack Direct

  • Minimum spacing: ensure clear spacing ≥ max(20 mm, 4/3·max aggregate size, d_bar).
  • Lap length: use code values (dependent on bar size, concrete strength, bar type). If not using code values, use approx 40·dia for deformed in good concrete as a baseline — check your code.
  • Routing and sealing (non-structural, penetration control):
  • Stitching:
  • External reinforcement (plates or FRP):
  • Localized underpinning or jacking for settlement-related cracks: coordinate with geotechnical consultant.
  • Use consistent notation to show crack control reinforcement separately from flexural reinforcement (use different line types or labels).

    • Note: this guide assumes Advance Concrete 2015 for reinforcement and detailing integrated with AutoCAD (or Adv. Concrete standalone), and that structural analysis is done using a separate FEM package (e.g., Robot, ETABS, SAP2000, or FEM results imported). Where Advance Concrete cannot perform a task directly, the workflow shows best-practice integrations.