SIST EN 1090-2:2018/kprA1:2024

SLOVENSKI STANDARD
SIST EN 1090-2:2018/oprA1:2022
01-december-2022
Izvedba jeklenih in aluminijastih konstrukcij - 2. del: Tehnične zahteve za izvedbo
jeklenih konstrukcij - Dopolnilo A1
Execution of steel structures and aluminium structures - Part 2: Technical requirements
for steel structures
Ausführung von Stahltragwerken und Aluminiumtragwerken - Teil 2: Technische Regeln
für die Ausführung von Stahltragwerken
Exécution des structures en acier et des structures en aluminium - Partie 2: Exigences
techniques pour les structures en acier
Ta slovenski standard je istoveten z: EN 1090-2:2018/prA1
ICS:
91.080.13 Jeklene konstrukcije Steel structures
SIST EN 1090-2:2018/oprA1:2022 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

SIST EN 1090-2:2018/oprA1:2022

SIST EN 1090-2:2018/oprA1:2022

DRAFT
EUROPEAN STANDARD
EN 1090-2:2018
NORME EUROPÉENNE
EUROPÄISCHE NORM
prA1
September 2022
ICS 91.080.13
English Version
Execution of steel structures and aluminium structures -
Part 2: Technical requirements for steel structures
Exécution des structures en acier et des structures en Ausführung von Stahltragwerken und
aluminium - Partie 2: Exigences techniques pour les Aluminiumtragwerken - Teil 2: Technische Regeln für
structures en acier die Ausführung von Stahltragwerken
This draft amendment is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee CEN/TC 135.

This draft amendment A1, if approved, will modify the European Standard EN 1090-2:2018. If this draft becomes an amendment,
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for inclusion of
this amendment into the relevant national standard without any alteration.

This draft amendment was established by CEN in three official versions (English, French, German). A version in any other
language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC
Management Centre has the same status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and
United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.

Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.

EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2022 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1090-2:2018/prA1:2022 E
worldwide for CEN national Members.

SIST EN 1090-2:2018/oprA1:2022
EN 1090-2:2018/prA1:2022 (E)
Contents Page
European foreword . 4
1 Modification to 2.1.1 . 5
2 Modification to 2.3 . 5
3 Modification to Clause 3. 5
4 Modification to 4.2.1 . 6
5 Modification to 5.2 . 6
6 Modification to 5.3, Table 2 . 6
7 Modification to 6.2 . 6
8 Modification to 6.4.4 . 7
9 Modification to 6.5.1 . 7
10 Modification to 6.5.2 . 7
11 Modification to 6.5.4 . 7
12 Modification to 6.6.3 . 7
13 Modification to 7.1 . 7
14 Modification to 7.4 . 7
15 Modification to 7.4.1.1 . 8
16 Modification to 7.4.3 . 8
17 Modification to 7.5.5 . 8
18 Addition of new clause 7.5.9.4 . 8
19 Modification to 7.6.1 . 8
20 Modification to 7.6.2 . 9
21 Modification to 9.6.5.3 . 9
22 Modification to 10.2, Table 22 . 9
23 Modification to 11.2.2.5 Shells . 9
24 Modification to 12.4.2.1 . 9
25 Modification to 12.4.2.3 . 10
26 Modification to 12.4.2.3 . 11
27 Modification to 12.4.2.3 a) . 11
28 Modification to 12.4.5 . 11
29 Modification to Annex B, Table B.11 . 11
30 Modification to Annex B, Tables B.21 and B.25 . 14
31 Modification to D.2.4 . 14
32 Modification to F.6.3 . 14
SIST EN 1090-2:2018/oprA1:2022
EN 1090-2:2018/prA1:2022 (E)
33 Modification to F.7.2 . 15
34 Modication to Annex G, clause G.5 . 15

SIST EN 1090-2:2018/oprA1:2022
EN 1090-2:2018/prA1:2022 (E)
European foreword
This document (EN 1090-2:2018/prA1:2022) has been prepared by Technical Committee CEN/TC 135
“Execution of steel structures and aluminium structures”, the secretariat of which is held by SN.
This document is currently submitted to the CEN Enquiry.
SIST EN 1090-2:2018/oprA1:2022
EN 1090-2:2018/prA1:2022 (E)
1 Modification to 2.1.1
After "EN 10210-2, Hot finished structural hollow sections of non-alloy and fine grain steels - Part 2:
Tolerances, dimensions and sectional properties",
Add:
"EN 10210-3, Hot finished steel structural hollow sections of non-alloy and fine grain steels - Part 3 :
Technical delivery conditions for high strength and weather resistant steels".
After "EN 10219-2, Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part
2: Tolerances, dimensions and sectional properties"
Add:
"EN 10219-3, Cold formed welded steel structural hollow sections of non-alloy and fine grain steels - Part
3 : Technical delivery conditions for high strength and weather resistant steels".
2 Modification to 2.3
Add in Clause 2.3 after EN ISO 13916:
"EN ISO 13920, Welding - General tolerances for welded constructions - Dimensions for lengths and angles
- Shape and position (ISO 13920)".
Delete [25] in the bibliography.
Replace:
"EN ISO 17660 (all parts), Welding - Welding of reinforcing steel (ISO 17660 series)"
with:
"EN ISO 17660-1, Welding - Welding of reinforcing steel - Part 1: Load bearing welded joints (ISO 17660-
1)".
3 Modification to Clause 3
Replace:
"3.4
constructor
person or organization executing the works"
with:
"3.4
constructor
person or organization responsible for the execution of the works."

Add after 3.15.4:
“3.16
high-strength steels
materials with the mechanical properties for hollow sections, flat and long steel products with minimum
yield strength greater than 460 MPa
SIST EN 1090-2:2018/oprA1:2022
EN 1090-2:2018/prA1:2022 (E)
Note 1 to entry: High-strength steels in this standard are divided into four categories, which are used to
differenciate quality requirements (see Table HSS).
Table HSS — Categories of High-Strength Steels
a
Steel grades  Thermomechanically rolled Quenched and tempered
> S460 and
A1 A2
≤ S700
> S700 and
B1 B2
≤ S960
a
S500W can be treated as S460W.
“.
4 Modification to 4.2.1
Replace:
"f) specified hold-points or requirement to witness inspections or tests, and any consequent access
requirements."
with:
"f) if specified, hold-points or requirement to witness inspections or tests, and any consequent access
requirements.".
5 Modification to 5.2
nd
In Table 1, 1st column, 2 line: add a new footnote "g":
g
"
"Structural steels (Tables 2 and 3)
In the last line, add:
g
" When yield strength greater than 460 MPa is specified and used in welded structural steel, the
chemical composition (heat analysis) for the following 14 elements shall be required and certified: C, Si,
Mn, P, S, Al, N , Cr, Cu, Mo, Ni, Nb, Ti, V and the designation in accordance with EN 10027.".
6 Modification to 5.3, Table 2
Add at the bottom of Table 2:
"The national product standards/recommendations or manufacturers guidelines must consider".
th
9 line: replace "EN 10210-1" with "EN 10210-3"
th
10 line: replace "EN 10219-1" with "EN 10219-3"
7 Modification to 6.2
th
5 paragraph, replace:
"Soft or low stress stamps may be used for stainless steels unless otherwise specified."
with:
“Appropriate soft or low stress stamps may be used for stainless steels unless otherwise specified.”.
SIST EN 1090-2:2018/oprA1:2022
EN 1090-2:2018/prA1:2022 (E)
8 Modification to 6.4.4
Add at the end of 6.4.4:
For all steel categories listed in 3.16 Table HSS, it will be checked with the steel manufacturer whether
preheating of the material is necessary for thermal cutting. As an alternative, the cut edges may be
machined to remove the hardened layer and thus ensure the parent metal properties.
9 Modification to 6.5.1
st
1 paragraph, replace:
"Steel may be bent, pressed or forged to the required shape by either a hot or cold forming process,
provided the properties are not reduced below those specified."
with:
"Steel may be bent, pressed or forged to the required shape, by either a hot or cold forming process,
provided the properties conform to those specified.".
10 Modification to 6.5.2
st
1 paragraph, replace:
"Shaping by hot forming shall conform to the requirements relating to hot forming in the relevant product
standard and to the recommendations of the steel manufacturer."
with:
"Shaping by hot forming shall conform to the requirements relating to hot forming in the relevant product
standard and to the recommendations of the steel producer.".
11 Modification to 6.5.4
Remove all the text of paragraphs "b)", "e)" and "f)".
Renumber the retained paragraphs in "a)" to "g)".
12 Modification to 6.6.3
Add at the end of 6.6.3:
“For all steel categories listed in 3.16 Table HSS, it shall be checked with the steel manufacturer whether
punching is acceptable. Otherwise, drilling or machining is necessary.”.
13 Modification to 7.1
rd
In 7.1 (3 paragraph) replace "EN ISO 17660 series" with "EN ISO 17660-1".
Add at t
...