Onderstaande tabel geeft de overeenkomst tussen de nummering van de "ENV-Eurocodes" (Europese prenorm) en die van de "EN-Eurocodes" (Europese norm) wat betreft de door die delen gedekte domeinen.
De in de tabel vermelde datums zijn de jaren dat de ENV-prenormen en de EN-normen door het CEN ter beschikking werden gesteld.
Opmerking: de EN 1997-1 komt in de tabel op twee plaatsen voor : bij de rekendomeinen die worden gedekt door de ENV 1997-1 (Grondmechanish ontwerp - Algemene regels) en de ENV 1992-3 (Berekening van betonconstructies - Betonfunderingen).
| ENV deel | Korte beschrijving van de titel (gedekte domein) |
Nr ENV | Nr EN | ||
| ENV 1991 | |||||
| 1 | Basis of design (Annexes 1 to 5) | ENV 1991-1 | EN 1990 | ||
| 2.1 | Densities, self weight, imposed loads | ENV 1991-2-1 | EN 1991-1-1 | ||
| 2.2 | Actions on structures exposed to fire | ENV 1991-2-2 | EN 1991-1-2 | ||
| 2.3 | Snow loads | ENV 1991-2-3 | EN 1991-1-3 | ||
| 2.4 | Wind loads | ENV 1991-2-4 | EN 1991-1-4 | ||
| 2.5 | Thermal actions | ENV 1991-2-5 | EN 1991-1-5 | ||
| 2.6 | Actions during execution | ENV 1991-2-6 | EN 1991-1-6 | ||
| 2.7 | Accidental actions due to impact and explosions | ENV 1991-2-7 | EN 1991-1-7 | ||
| 3 | Traffic loads on bridges | ENV 1991-3 | EN 1991-2 | ||
| 5 | Actions induced by cranes and machinery | ENV 1991-5 | EN 1991-3 | ||
| 4 | Actions on silos & tanks | ENV 1991-4 | EN 1991-4 | ||
| ENV 1992 | |||||
| 1.1 | General rules and rules for buildings | ENV 1992-1-1 | EN 1992-1-1 | ||
| 1.3 | Supplementary rules for precast concrete | ENV 1992-1-3 | |||
| 1.4 | Use of lightweight aggregate concrete with closed structure | ENV 1992-1-4 | |||
| 1.5 | Use of unbonded and external prestressing tendons | ENV 1992-1-5 | |||
| 1.6 | Plain or lightly reinforced concrete structures | ENV 1992-1-6 | |||
| 1.2 | Structural fire design | ENV 1992-1-2 | EN 1992-1-2 | ||
| 2 | Concrete bridges | ENV 1992-2 | EN 1992-2 | ||
| 3 | Concrete foundations | ENV 1992-3 | EN 1997-1 | ||
| 4 | Liquid retaining and containment structures | ENV 1992-4 | EN 1992-3 | ||
| ENV 1993 | |||||
| 1.1 | General rules and rules for buildings (Annex B, C, E, F, J, K, L, M, Y) | ENV 1993-1-1 | EN 1993-1-1 | ||
| 1.1/A1 | Revised annex D (Fe E460) & K (connections) | ENV 1993-1-1-A1 | |||
| 1.1/A2 | Rev. annex G (torsion), H (model), J (connection), N (web open), Z (test) | ENV 1993-1-1-A2 | |||
| 1.2 | Fire resistance | ENV 1993-1-2 | EN 1993-1-2 | ||
| 1.3 | Cold formed thin gauge members and structural sheetings | ENV 1993-1-3 | EN 1993-1-3 | ||
| 1.4 | Supplem. rules for stainless steel | ENV 1993-1-4 | EN 1993-1-4 | ||
| 1.5 | Supplem. rules for planar plated structures without transverse loading | ENV 1993-1-5 | EN 1993-1-5 | ||
| 1.6 | Supplem. rules for shell structures | ENV 1993-1-6 | EN 1993-1-6 | ||
| 1.7 | Supplem. rules for transversal loaded planar plated structures | ENV 1993-1-7 | EN 1993-1-7 | ||
| 1.8 | Supplem. rules for structural design of joints | ENV 1993-1-1 (annex J-K) | EN 1993-1-8 | ||
| 1.9 | Supplem. rules for fatigue strength of steel structures | ENV 1993-1-1 Section 9 | EN 1993-1-9 | ||
| 1.1/9 | Fracture toughness assessment | ENV 1993-1-1 Section 9 | EN 1993-1-10 | ||
| 2 | Bridges | ENV 1993-2 | EN 1993-2 | ||
| High strength cables | ENV 1993-2 annex A | EN 1993-1-11 | |||
| 3.1 | Towers and masts | ENV 1993-3-1 | EN 1993-3-1 | ||
| 3.2 | Chimneys | ENV 1993-3-2 | EN 1993-3-2 | ||
| 4.1 | Silos | ENV 1993-4-1 | EN 1993-4-1 | ||
| 4.2 | Tanks | ENV 1993-4-2 | EN 1993-4-2 | ||
| 4.3 | Pipelines | ENV 1993-4-3 | EN 1993-4-3 | ||
| 5 | Piling | ENV 1993-5 | EN 1993-5 | ||
| 6 | Crane supporting structures | ENV 1993-6 | EN 1993-6 | ||
| ENV 1994 | |||||
| 1.1 | General rules and rules for buildings (annex A, B, C, D, E, F) | ENV 1994-1-1 | EN 1994-1-1 | ||
| 1.2 | Structural fire design | ENV 1994-1-2 | EN 1994-1-2 | ||
| 2 | Bridges | ENV 1994-2 | EN 1994-2 | ||
| ENV 1995 | |||||
| 1.1 | General rules and rules for buildings | ENV 1995-1-1 | EN 1995-1-1 | ||
| 1.2 | Structural fire design | ENV 1995-1-2 | EN 1995-1-2 | ||
| 2 | Bridges | ENV 1995-2 | EN 1995-2 | ||
| ENV 1996 | |||||
| 1.1 | General rules and rules for buildings | ENV 1996-1-1 | EN 1996-1-1 | ||
| 1.2 | Structural fire design | ENV 1996-1-2 | EN 1996-1-2 | ||
| 1.3 | Detailed rules for lateral loading | ENV 1996-1-3 | EN 1996-1-3 | ||
| 2 | Design, selection of materials and execution | ENV 1996-2 | EN 1996-2 | ||
| 3 | Simplified and simple rules | ENV 1996-3 | EN 1996-3 | ||
| ENV 1997 | |||||
| 1 | General rules (annex A, B, C, D, E, F, G) | ENV 1997-1 | EN 1997-1 | ||
| 2 | Geotechnical design assisted by laboratory testing | ENV 1997-2 | EN 1997-2 | ||
| 3 | Geotechnical design assisted by field testing | ENV 1997-3 | |||
| ENV 1998 | |||||
| 1.1 | General rules: action and general requirements for structures | ENV 1998-1-1 | EN 1998-1 | ||
| 1.2 | General rules: buildings | ENV 1998-1-2 | |||
| 1.3 | General rules for various materials and elements (+Annex "precast") | ENV 1998-1-3 | EN 1998-3 | ||
| 1.4 | General rules: repair and strengthening | ENV 1998-1-4 | |||
| 2 | Bridges | ENV 1998-2 | EN 1998-2 | ||
| 3 | Towers, masts, chimneys | ENV 1998-3 | EN 1998-6 | ||
| 4 | Tanks, silos, pipelines | ENV 1998-4 | EN 1998-4 | ||
| 5 | Foundations, retaining structures, geotechnical aspects | ENV 1998-5 | EN 1998-5 | ||
| ENV 1999 | |||||
| 1.1 | General rules and rules for buildings | ENV 1999-1-1 | EN 1999-1-1 | ||
| 1.2 | Structural fire design | ENV 1999-1-2 | EN 1999-1-2 | ||
| 2 | Rules for structures susceptible for fatigue | ENV 1999-2 | EN 1999-2 | ||