Concrete Cover Check
EN 1992-1-1:2023 · Annex P alternative durability approach
Selected inputs
- Calculation check reference
- Not entered — add project / drawing / check reference before issue
- Exposure
- XC3
- Structural Class
- S3
- Reinforcement
- Carbon reinforcing steel
- Bar
- Ø16 mm
- Casting surface
- normal
Calculation breakdown
- Formula: durability adjustment
- c_min,dur,adj = max(0, c_min,dur + Δc_dur,γ − Δc_dur,st − Δc_dur,add)
- Substitution: durability
- max(0, 20 + 0 − 0 − 0) = 20 mm
- Formula: minimum cover
- c_min = max(c_min,b, c_min,dur,adj, 10) + Δc_soil + Δc_abrasion
- Substitution: minimum
- max(16, 20, 10) + 0 + 0 = 20 mm
- Formula: nominal cover
- c_nom = c_min + Δc_dev
- Substitution: nominal
- 20 + 10 = 30 mm
- Governing criterion
- Durability
- Final detailing requirement
- 30 mm
Checks and limitations
• Annex P is informative and its application may be determined by the applicable National Annex.
• Fire resistance is not checked; EN 1992-1-2 axis-distance requirements may govern.
This is a code-based detailing aid, not structural design approval. Verify final cover against adopted standards, project documents and with a qualified structural engineer before design or construction use.