SIST EN 1090-2:2008/kFprA1:2011

Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures

To amend the technical content of EN 1090-2 on issues agreed within the TC

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

Izvedba jeklenih in aluminijastih konstrukcij - 2. del: Tehnične zahteve za izvedbo jeklenih konstrukcij

General Information

• Status: Not Published
• Public Enquiry End Date: 29-Apr-2011
• ICS: 91.080.13 - Steel structures
• Technical Committee: KON - Structures
• Current Stage: 5520 - Unique Acceptance Procedure (UAP) (Adopted Project)
• Start Date: 02-Mar-2011
• Due Date: 20-Jul-2011
• Completion Date: 31-May-2011
• Ref Project: EN 1090-2:2008/FprA1 - Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures

Relations

• Amends: SIST EN 1090-2:2008 - Execution of steel structures and aluminium structures – Part 2: Technical requirements for steel structures
• Effective Date: 30-Oct-2010
• Consolidated By: SIST EN 1090-2:2008+A1:2012 - Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures
• Effective Date: 18-Jan-2023
• Consolidated By: SIST EN 1090-2:2008+A1:2012 - Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures
• Effective Date: 19-Jan-2023

Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN 1090-2:2008/kFprA1:2011
01-april-2011
,]YHGEDMHNOHQLKLQDOXPLQLMDVWLKNRQVWUXNFLMGHO7HKQLþQH]DKWHYH]DL]YHGER
MHNOHQLKNRQVWUXNFLM
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 1090-2:2008/FprA1
ICS:
91.080.10 Kovinske konstrukcije Metal structures
SIST EN 1090-2:2008/kFprA1:2011 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN 1090-2:2008/kFprA1:2011

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SIST EN 1090-2:2008/kFprA1:2011


EUROPEAN STANDARD
FINAL DRAFT
EN 1090-2:2008
NORME EUROPÉENNE

EUROPÄISCHE NORM
FprA1
February 2011
ICS 91.080.10
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 Aluminiumtragwerken
aluminium - Partie 2: Exigences techniques pour les - Teil 2: Technische Regeln für die Ausführung von
structures en acier Stahltragwerken
This draft amendment is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical Committee
CEN/TC 135.

This draft amendment A1, if approved, will modify the European Standard EN 1090-2:2008. 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, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland 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

Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2011 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1090-2:2008/FprA1:2011: E
worldwide for CEN national Members.

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SIST EN 1090-2:2008/kFprA1:2011
EN 1090-2:2008/FprA1:2011 (E)
Contents Page
Foreword .5
1 Modification to Clause 1 .6
2 Modifications to 2.2.1 .6
3 Modification to 2.2.2 .7
4 Modifications to 2.2.3 .7
5 Modifications to 2.2.4 .7
6 Modification to 2.3 .7
7 Modifications to 2.4 .8
8 Modifications to 2.7 .8
9 Modification to 2.9 .8
10 Modification to 3.7.1 .8
11 Modifications to 4.2.1 .8
12 Modifications to 4.2.2 .8
13 Modifications to 5.3.1 .8
14 Modification to 5.3.4 .9
15 Modification to 5.4 .9
16 Modifications to 5.6.1 .9
17 Modification to 5.6.3 .9
18 Modification to 5.6.4 .9
19 Modification to 5.6.5 .9
20 Modification to 5.6.6 .9
21 Modifications to 5.6.9 .9
22 Modifications to 5.6.13 . 10
23 Modification to 6.4.1 . 10
24 Modifications to 6.5.2 . 10
25 Modification to 6.5.4 . 10
26 Modifications to 6.6.3 . 10
27 Modification to 7.1 . 11
28 Modification to 7.2.2 . 11
29 Modification to 7.4.1.2 . 11
30 Modification to 7.4.2 . 11
31 Modification to 7.5.9.1 . 11
32 Modification to 7.5.12 . 11
33 Modification to 7.7.2 . 11
2

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SIST EN 1090-2:2008/kFprA1:2011
EN 1090-2:2008/FprA1:2011 (E)
34 Modification to 8.1 . 11
35 Modification to 8.2.1 . 12
36 Modifications to 8.2.2 . 12
37 Modifications to 8.2.4 . 12
38 Modification to 8.3 . 12
39 Modifications to 8.5.1 . 13
40 Modifications to 8.5.2 . 13
41 Modification to 8.5.4 . 13
42 Modifications to 8.5.5 . 13
43 Modifications to 8.5.6 . 13
44 Modification to 9.5.5 . 13
45 Modification to 9.6.5.3 . 13
46 Modifications to 10.1 . 13
47 Modifications to 10.2 . 14
48 Modification to 10.6 . 14
49 Modification to 11.1 . 14
50 Modifications to 11.2.3.4 . 14
51 Modifications to 11.2.3.5 . 14
52 Modification to 11.3.2 . 15
53 Modification to 12.4.1 . 15
54 Modifications to 12.4.2.1 . 15
55 Modifications to 12.4.2.2 . 15
56 Modifications to 12.5.2.3 . 15
57 Modifications to 12.5.2.4 . 16
59 Modification to 12.5.2.5 . 16
60 Modification to 12.5.2.6 . 16
61 Modification to 12.5.2.7 . 16
62 Modification to 12.7.3.1 . 16
63 Modifications to A.1 . 16
64 Modifications to A.2 . 17
65 Modifications to A.3 . 17
66 Modifications to D.1 . 18
67 Modifications to D.2 . 21
68 Modification to E.3 . 26
69 Modification to E.4 . 26
70 Modifications to F.1.1 . 26
71 Modification to F.1.2 . 27
72 Modification to F.2.2 . 27
73 Modification to F.6.1 . 27
3

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SIST EN 1090-2:2008/kFprA1:2011
EN 1090-2:2008/FprA1:2011 (E)
74 Modification to F.6.3 . 27
75 Modifications to F.7.2 . 27
76 Modification to F.7.4 . 27
77 Modification to G.3. 27
78 Modification of title to Annex H . 27
79 Modification to H.1 . 27
80 Modifications to H.2 . 28
81 Modifications to H.3 . 28
82 Modifications to H.7 . 28
83 Modifications to H.8 . 28
84 Modification to H.9 . 29
85 Modifications to J.2 . 29
86 Modification to J.3 . 30
87 Modification to K.1 . 31
88 Modifications to the Bibliography . 31

4

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SIST EN 1090-2:2008/kFprA1:2011
EN 1090-2:2008/FprA1:2011 (E)
Foreword
This document (EN 1090-2:2008/FprA1:2011) 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 Unique Acceptance Procedure.

5

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SIST EN 1090-2:2008/kFprA1:2011
EN 1090-2:2008/FprA1:2011 (E)
1 Modification to Clause 1
Paragraph 1, hyphen 2, delete "for stainless steels and including S690 for carbon steels".
2 Modifications to 2.2.1
In reference EN 10029, replace "Tolerances on dimensions, shape and mass" with "Tolerances on
dimensions and shape".
In reference EN 10051, replace "Continuously hot-rolled uncoated plate, sheet and strip of non-alloy and alloy
steels" with "Continuously hot-rolled strip and plate/sheet cut from wide strip of non-alloy and alloy steels".
Replace
"EN 10169-1, Continuously organic coated (coil coated) steel flat products — Part 1: General information
(definitions, materials, tolerances, test methods)
EN 10169-2, Continuously organic coated (coil coated) steel flat products — Part 2: Products for building
exterior applications
EN 10169-3, Continuously organic coated (coil coated) steel flat products — Part 3: Products for building
interior applications"
with
"EN 10169, Continuously organic coated (coil coated) steel flat products — Technical delivery conditions".
Delete "EN 10292, Continuously hot-dip coated strip and sheet of steels with high yield strength for cold
forming — Technical delivery conditions".
Replace
"EN 10326, Continuously hot-dip coated strip and sheet structural steels — Technical delivery conditions
EN 10327, Continuously hot-dip coated strip and sheet of low carbon steels for cold forming — Technical
delivery conditions"
with "EN 10346, Continuously hot-dip coated steel flat products — Technical delivery conditions".
Replace
"EN ISO 9445, Continuously cold-rolled stainless steel narrow strip, wide strip, plate/sheet and cut lengths —
Tolerances on dimensions and form (ISO 9445:2002)"
with
"EN ISO 9445-1, Continuously cold-rolled stainless steel — Tolerances on dimensions and form — Part 1:
Narrow strip and cut lengths (ISO 9445-1:2009)
EN ISO 9445-2, Continuously cold-rolled stainless steel — Tolerances on dimensions and form — Part 2:
Wide strip and plate/sheet (ISO 9445-2:2009)".
6

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SIST EN 1090-2:2008/kFprA1:2011
EN 1090-2:2008/FprA1:2011 (E)
3 Modification to 2.2.2
Add "EN 1559-1, Founding — Technical conditions of delivery — Part 1: General
EN 1559-2, Founding — Technical conditions of delivery — Part 2: Additional requirements for steel castings".
4 Modifications to 2.2.3
In reference EN ISO 2560, replace "(ISO 2560:2002)" with "(ISO 2560:2009)".
In reference EN ISO 14343, replace "fusion" with "arc" and "(ISO 14343:2002 and
ISO 14343:2002/Amd1:2006)" with "(ISO 14343:2009)".
In reference EN ISO 17633, replace "(ISO 17633:2004)" with "(ISO 17633:2010)".
5 Modifications to 2.2.4
Replace "prEN 14399-9" with "EN 14399-9".
Replace "prEN 14399-10" with "EN 14399-10".
In reference EN ISO 898-1, replace "Bolts, screws and studs (ISO 898-1:1999)" with "Bolts, screws and studs
with specified property classes — Coarse thread and fine pitch thread (ISO 898-1:2009)".
In reference EN ISO 3506-1, replace "(ISO 3506-1:1997)" with "(ISO 3506-1:2009)".
In reference EN ISO 3506-2, replace "(ISO 3506-2:1997)" with "(ISO 3506-2:2009)".
Add "EN ISO 4042, Fasteners — Electroplated coatings (ISO 4042:1999)".
Add "EN ISO 7089, Plain washers — Normal series — Product grade A (ISO 7089:2000)
EN ISO 7090, Plain washers, chamfered — Normal series — Product grade A (ISO 7090:2000)
EN ISO 7091, Plain washers — Normal series — Product grade C (ISO 7091:2000)
EN ISO 7092, Plain washers — Small series — Product grade A (ISO 7092:2000)
EN ISO 7093-1, Plain washers — Large series — Part 1: Product grade A (ISO 7093-1:2000)
EN ISO 7093-2, Plain washers — Large series — Part 2: Product grade C (ISO 7093-2:2000)
EN ISO 7094, Plain washers — Extra large series — Product grade C (ISO 7094:2000) (Corrigendum
AC:2002 incorporated)".
6 Modification to 2.3
Replace the title of reference ISO 286-2 with the following "Geometrical product specifications (GPS) — ISO
code system for tolerances on linear sizes — Part 2: Tables of standard tolerance classes and limit deviations
for holes and shafts".
7

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SIST EN 1090-2:2008/kFprA1:2011
EN 1090-2:2008/FprA1:2011 (E)
7 Modifications to 2.4
In reference EN ISO 4063, replace "(ISO 4063:1998)" with "(ISO 4063:2009, Corrected version 2010-03-01)".
In reference EN ISO 15609-4, replace "(ISO 15609-4:2004)" with "(ISO 15609-4:2009)".
8 Modifications to 2.7
Replace "EN ISO 14713, Protection against corrosion of iron and steel in structures — Zinc and aluminium
coatings — Guidelines (ISO 14713:1999)" with
"EN ISO 14713-1, Zinc coatings — Guidelines and recommendations for the protection against corrosion of
iron and steel in structures — Part 1: General principles of design and corrosion resistance (ISO 14713-
1:2009)
EN ISO 14713-2, Zinc coatings — Guidelines and recommendations for the protection against corrosion of
iron and steel in structures — Part 2: Hot dip galvanizing (ISO 14713-2:2009)".
9 Modification to 2.9
Replace "prEN 13670" with "EN 13670".
10 Modification to 3.7.1
Note 2, replace "prEN 1090-1" with "EN 1090-1".
11 Modifications to 4.2.1
Replace "a) the allocation of tasks and authority during the various phases of the project;" with
"a) organisation chart and managerial staff responsible for each aspect of the execution;".
In f), replace "any hold points" with "any specified hold points".
12 Modifications to 4.2.2
a), replace "2) organisation chart and managerial staff responsible for each aspect of the execution;" with
"2) the allocation of tasks and authority during the various phases of the project;".
b), delete "as defined in 4.2.1".
c), replace "Execution records related to a hold-point that affect continuation of execution shall be produced
before the hold-point is released." with
"Execution records related to any specified hold-point shall be produced before the hold-point is released.".
13 Modifications to 5.3.1
Table 3, column 2, row 4, replace "EN 10149-1, EN 10149-2, EN 10149-3" with "EN 10149".
8

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SIST EN 1090-2:2008/kFprA1:2011
EN 1090-2:2008/FprA1:2011 (E)
Table 3, column 3, row 4, replace "Not available" with "EN 10029, EN 10048, EN 10051, EN 10131,
EN 10140".
Table 3, column 2, row 6, replace "EN 10292, EN 10326, EN 10327" with "EN 10346".
Table 3, column 2, row 6, replace "EN 10169-2, EN 10169-3" with "EN 10169".
Table 3, column 3, row 6, replace "EN 10169-1" with "EN 10169".
14 Modification to 5.3.4
Paragraph 1, replace "specified" with "used".
15 Modification to 5.4
Replace "product standard" with "product standard including necessary information and options as required in
EN 1559-1 and EN 1559-2".
16 Modifications to 5.6.1
After paragraph 2, add new paragraph "Electroplated coatings of fasteners shall conform to EN ISO 4042.".
After last paragraph, add
"NOTE Attention is drawn to the risk of hydrogen embrittlement during electroplating or hot dip galvanizing of 10.9
bolts.".
17 Modification to 5.6.3
Paragraph 4, c), replace "bolts" with "assemblies".
18 Modification to 5.6.4
st
Table 7, 1 column, replace "prEN 14399-10" with "EN 14399-10".
19 Modification to 5.6.5
Paragraph 1, replace "prEN 14399-9" with "EN 14399-9".
20 Modification to 5.6.6
Note, replace "[48]" with "[51]".
21 Modifications to 5.6.9
Title, replace "Taper washer" with "Washer".
Replace "Taper washers shall comply with the relevant product standard." with
9

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SIST EN 1090-2:2008/kFprA1:2011
EN 1090-2:2008/FprA1:2011 (E)
"5.6.9.1 Plain washers
Washers from EN ISO 7089, EN ISO 7090, EN ISO 7091, EN ISO 7092, EN ISO 7093 or EN ISO 7094 may
be used for carbon steels. Washers from EN ISO 7089, EN ISO 7090, EN ISO 7092 or EN ISO 7093-1 may
be used for stainless steels. Hardness of the washers shall be in accordance with the requirements of
EN 15048-1.
5.6.9.2 Taper washers
Taper washers shall comply with the relevant product standard.".
22 Modifications to 5.6.13
Paragraph 2, b), replace "documentation should contain" with "documentation shall be in accordance with the
product standard and should contain".
Paragraph 2, c), replace the text with "Marking of fasteners shall be in accordance with the product standard.".
23 Modification to 6.4.1
End of Note, add "Some cutting methods can be unsuitable for components subject to fatigue.".
24 Modifications to 6.5.2
Paragraph 2, replace "For steel according to EN 10025-4 hot forming is not permitted." with
"For steels according to EN 10025-4 and in the delivery condition +M according to EN 10025-2 hot forming is
not permitted.".
Paragraph 5, replace "red-hot state" with "red hot (600 °C to 650 °C) state".
25 Modification to 6.5.4
e), 3), replace "welded joint" with "the longitudinal seam weld".
26 Modifications to 6.6.3
Paragraph 3, replace
"- For EXC3 and EXC4, punching without reaming is not permitted. The holes shall be punched at least 2 mm
undersize in diameter.
- The capability of holing processes shall be checked periodically as follows:"
with
"For EXC3 and EXC4, punching without reaming is not permitted if the plate thickness is greater than 3 mm.
For plate thickness greater than 3 mm, the holes shall be punched at least 2 mm undersize in diameter. For
plate thickness less than or equal to 3 mm, holes may be formed by full size punching.
The capability of holing processes shall be checked periodically as follows:".
10

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SIST EN 1090-2:2008/kFprA1:2011
EN 1090-2:2008/FprA1:2011 (E)
Figure 1, replace "max (D/10 ; 1 mm)" with "D/10".
27 Modification to 7.1
Note, replace "[29]" with "[31]".
28 Modification to 7.2.2
st
1 paragraph, replace "Implementation of the" with "The".
29 Modification to 7.4.1.2
b), 1), replace "lowest temperature for which the standard of the steel grade requires impact properties"
with "lowest temperature required for impact testing of the material qualities being joined".
30 Modification to 7.4.2
Paragraph 2, replace "Welding hollow section branch connection with angles less than 60° shall be" with
"Welders of hollow section branch connection with angles less than 60° as defined in EN 1993-1-8 shall be".
31 Modification to 7.5.9.1
Paragraph 1, replace "The location of butt welds used as splices to accommodate available lengths of
constituent products shall be checked for consistency with design."
with "The execution specification shall specify the location of butt welds used as splices to accommodate
available lengths of constituent products.".
32 Modification to 7.5.12
After Paragraph 1, add
"Procedure testing undertaken in accordance with EN ISO 14555 shall be consistent with the application.
NOTE For example the procedure test may require stud welding through galvanized decking sheets.".
33 Modification to 7.7.2
Note, replace "[49]" with "[52]".
34 Modification to 8.1
Figure 3, replace figure with
"
11

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SIST EN 1090-2:2008/kFprA1:2011
EN 1090-2:2008/FprA1:2011 (E)

".
35 Modification to 8.2.1
Paragraph 4, replace "Preloaded assemblies do not need additional locking devices."
with "Preloaded assemblies shall not be used with additional locking devices, unless otherwise specified.".
36 Modifications to 8.2.2
Paragraph 3, replace "end of the bolt." with "end of the bolt for preloaded and non preloaded assemblies."
Paragraph 6, replace "EN 14399-3 and EN 14399-7," with "EN 14399-3, EN 14399-7 and EN 14399-10,".
37 Modifications to 8.2.4
Paragraph 4, replace "long slotted" with "slotted"
Paragraph 4, replace
"three washers with a maximum combined thickness of 12 mm may be used in order to adjust"
with
"three additional washers with a maximum combined thickness of 12 mm may be used to adjust".
Paragraph 4, replace
"They shall be placed on the side that is not turned."
with
"For preloaded bolt assemblies tightened by the torque control method (including system HRC) only one
additional plate washer may be used on the side that is turned, alternatively an additional plate washer or
additional washe
...