SIST EN 1999-1-1:2007/A2:2014

SLOVENSKI STANDARD
01-maj-2014
Evrokod 9: Projektiranje konstrukcij iz aluminijevih zlitin - 1-1. del: Splošna pravila
za konstrukcije
Eurocode 9: Design of aluminium structures - Part 1-1: General structural rules
Eurocode 9: Bemessung und Konstruktion von Aluminiumtragwerken - Teil 1-1:
Allgemeine Bemessungsregeln
Eurocode 9: Calcul des structures en aluminium - Partie 1-1: Règles générales
Ta slovenski standard je istoveten z: EN 1999-1-1:2007/A2:2013
ICS:
91.010.30 7HKQLþQLYLGLNL Technical aspects
91.080.10 Kovinske konstrukcije Metal structures
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

EUROPEAN STANDARD
EN 1999-1-1:2007/A2
NORME EUROPÉENNE
EUROPÄISCHE NORM
December 2013
ICS 91.010.30; 91.080.10
English Version
Eurocode 9: Design of aluminium structures - Part 1-1: General
structural rules
Eurocode 9: Calcul des structures en aluminium - Partie 1- Eurocode 9: Bemessung und Konstruktion von
1: Règles générales Aluminiumtragwerken - Teil 1-1: Allgemeine
Bemessungsregeln
This amendment A2 modifies the European Standard EN 1999-1-1:2007; it was approved by CEN on 8 August 2013.

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. Up-to-date lists and bibliographical references concerning such
national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member.

This amendment exists 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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United
Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2013 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1999-1-1:2007/A2:2013 E
worldwide for CEN national Members.

Contents Page
1 Modifications to 1.2.3.1 .4
2 Modification to 1.2.4 .4
3 Modification to 1.2.5 .4
4 Modification to 1.3 .5
5 Modifications to 1.6 .5
6 Modification to 3.2.1 .6
7 Modification to 3.2.2 .6
8 Modification to 3.3.4 .6
9 Modification to 5.3.2 .6
10 Modification to 5.4.1 .6
11 Modification to 6.1.6.2 .6
12 Modifications to 6.2.3 .6
13 Modifications to 6.2.4 .6
14 Modifications to 6.2.5.1 .7
15 Modification to 6.2.5.2 .7
16 Modifications to 6.2.9.1 .7
17 Modifications to 6.2.9.2 .8
18 Modification to 6.2.9.3 .8
19 Modifications to 6.3.1.1 .8
20 Modification to 6.3.1.2 . 10
21 Modifications to 6.3.2.1 . 10
22 Modification to 6.3.2.3 . 10
23 Modifications to 6.3.3.1 . 11
24 Modifications to 6.3.3.2 . 12
25 Modifications to 6.3.3.3 . 13
26 Modification to 6.3.3.4 . 14
27 Modification to 6.3.3.5 . 14
28 Modification to 6.4.2.1 . 14
29 Modification to 6.5.6 . 14
30 Modification to 6.6.5 . 15
31 Modification to 6.6.6 . 15
32 Modification to 6.7.2 . 15
33 Modification to 6.7.5.5 . 15
34 Modifications to 6.8.1 . 15
35 Modifications to 8.5.1 . 16
36 Modification to 8.5.4 . 17
37 Modification to 8.5.6 . 18
38 Modifications to 8.5.7 . 18
39 Modifications to 8.5.12 . 19
40 Modification to 8.5.14.3 . 19
41 Modification to 8.6.3.4 . 19
42 Modifications to B.1 . 19
43 Modification to B.2 . 19
44 Modification to C.4.2 . 20
45 Modification to F.4 . 20
46 Modification to F.5 . 20
47 Modifications to Annex G . 20
48 Modifications to Annex H . 21
49 Modifications to I.1.2 . 21
50 Modification to I.2 . 22
51 Modifications to J.3 . 22
52 Modifications to J.4 . 22
53 Modification to J.6 . 22
54 Modification to L.3 . 22
55 Modification to L.8.1 . 22
56 Modification to M.3.3 . 22

Foreword
This document (EN 1999-1-1:2007/A2:2013) has been prepared by Technical Committee CEN/TC 250
“Structural Eurocodes”, the secretariat of which is held by BSI.
This Amendment to the European Standard EN 1999-1-1:2007 shall be given the status of a national
standard, either by publication of an identical text or by endorsement, at the latest by December 2014, and
conflicting national standards shall be withdrawn at the latest by December 2014.
Attention is drawn to the possibility that some of the elements of this document may be the subject of patent
rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights.
This document has been prepared under a mandate given to CEN by the European Commission and the
European Free Trade Association.
According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following
countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech
Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece,
Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,
Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.
1 Modifications to 1.2.3.1
Replace the title of 1.2.3.1 with “Chemical composition and temper definition of wrought products and
technical delivery conditions”.
Add:
“EN 573-3 Aluminium and aluminium alloys - Chemical composition and form of wrought products - Part
3: Chemical composition and form of products”.
Add:
“EN 515 Aluminium and aluminium alloys - Wrought products - Temper designations”.
2 Modification to 1.2.4
Add:
“EN ISO 18273 Welding consumables - Wire electrodes, wires and rods for welding of aluminium and

aluminium alloys - Classification (ISO 18273)”.
3 Modification to 1.2.5
At the beginning of the list, add:
”EN ISO 6892 Metallic materials - Tensile testing (ISO 6892) (all parts)”.
4 Modification to 1.3
In Paragraph (1), add the following new hyphen:
“
— The aluminium products should comply with EN 573 and the product standards listed in 1.2.3. The
mechanical properties should comply with the tabulated values in Parts 2 of the product standards listed
in 1.2.3.”.
5 Modifications to 1.6
In Section 3, in the explanation for Symbol A , replace “EN 10 002” with “EN ISO 6892”.
In Section 3, in the explanation for Symbol A, replace “EN 10 002” with “EN ISO 6892”.
In Section 6, add " f is characteristic value of 0,2 % proof strength of the flange material".
of
In Section 6, in Sub-section 6.2, after symbol A , add:
eff
“
A effective cross section area allowing for local buckling and HAZ softening of transverse welds
u,eff
“.
In Section 6, in Sub-section 6.2, after symbol W , add:
net
“
section modulus allowing for local buckling and reduced thickness ρ t in HAZ softening of
u,haz
W
u,eff
transverse welds
“.
In Section 6, in Sub-section 6.3, delete the row defining “ω ”.
In Section 6, in Sub-section 6.3, in the explanation for Symbol “κ ”, replace “welding” with “longitudinal
welding”.
In Section 6, in Sub-section 6.3, replace “ξ ” with “ξξ, ”.
c yc zc
In Section 6, in Sub-section 6.3, in the explanation for Symbols “ω , ω ”, replace “factors for section with
x x,LT
localized weld” with “factors for second order bending moments”.
In Section 6, in Sub-section 6.3, after Symbols “ω , ω ”, add:
x x,LT
“
ω , ω
factors for section with localized transverse weld
x,haz xLT,haz
“.
In Annex B, replace “I ” with “l ”.
eff eff
In Annex I, replace “C , C , C , C , C ” with “C , C , C , C , C ”.
1 2 3 1,1 12 1 2 3 1,0 1,1
In Annex J, in the NOTE, replace “given in J.4” with “given in J.4 and J.6”.
6 Modification to 3.2.1
In Paragraph (1), replace “the ENs listed in 1.2.3.1” with ”EN 573-3 and tempers listed in Tables 3.2a, 3.2b
and 3.2c conforming to EN 515”.
7 Modification to 3.2.2
In Table 3.2b, footnote 1), replace “1.2.1.3” with “1.2.3.2”.
8 Modification to 3.3.4
In Paragraph (1), replace “1.2.2” with “1.2.4” and delete the NOTE.
9 Modification to 5.3.2
In Paragraph (11), before NOTE 1, add the following new NOTE:
”NOTE 1 In the general case the location of the cross section m is necessary to be obtained by an iterative procedure,
II
Nx / Nx + M x / M x
( ) ( ) ( ) ( )
Ed Rd η Rd
init
because m is in the cross section where the function achieves its maximum.”
and renumber NOTEs 1 to 3 as NOTEs 2 to 4.
10 Modification to 5.4.1
In Paragraph (3), in NOTE 2, replace “6.4.3(2)” with “L.3(2)”.
11 Modification to 6.1.6.2
In Paragraph (1) replace “ f ” with “ f ”.
a,haz u,haz
12 Modifications to 6.2.3
In Paragraph (2), regarding Formula (6.19b), replace “HAZ” with “transverse weld” and replace
“ N =/Af γ ” with “ N =/Af γ ”.
u,Rd eff u M2 u,Rd u,eff u M2
In Paragraph (2), on the last line, replace “A ” with “A ” and replace “area” with “cross-section area”.
eff u,eff
13 Modifications to 6.2.4
st nd
In Paragraph (2), on the 1 line, replace the 2 occurrence of “ N ” with “ N ”.
c,Rd o,Rd
In Paragraph (2), in List Entry a), replace “(6.21)” with “(6.21a)”.
In Paragraph (2), after List Entry a), add the following new line:
“b) in sections with transverse weld (6.21b)”.
N =/Af γ
u,Rd eff u M2
In Paragraph (2), regarding Formula (6.22), replace “b)” with “c)” and replace “ N =/Af γ ” with
c,Rd eff o M1
“ N =/Af γ ”.
o,Rd eff o M1
In Paragraph (2), on the last line, after “softening”, add “due to longitudinal welds”.
At the end of Paragraph (2), add to the list of definitions:
“A is the effective section area, obtained using a reduced thickness ρ t for class 4 parts and
u,eff c
reduced thickness ρ t for the HAZ material, whichever is smaller.”.
u,haz
14 Modifications to 6.2.5.1
In Paragraph (2), replace “(6.24)” with “(6.24a)”.
Just before Formula (6.25), add the following new formula:
“
in section with transverse weld (6.24b)
M =/Wf γ
u,Rd u,eff u M2
“.
At the end of Paragraph (2), just above Table 6.4, add to the list of definitions:
“
W is the effective section modulus, obtained using a reduced thickness ρ t for class 4
u,eff c
parts and reduced thickness ρ t for the HAZ material, whichever is smaller.
u,haz
“.
ββ−
1)
In Paragraph (2), in the last sentence, replace “value of β /β” with “value of ”.
ββ−
15 Modification to 6.2.5.2
In Paragraph (2), in List Entry c), at the end of the paragraph, add the following sentence: “At a section with
transverse weld ρ t is replaced by ρ t.”.
o,haz u,haz
16 Modifications to 6.2.9.1
ξ
 M
N
y,Ed
Ed
In Paragraph (1), replace Formula (6.40) itself with “ +≤ 1,00 ”.

NM
Rd y,Rd
γ ξ
η
0 0
 
 M M
N
y,Ed z,Ed
Ed
In Paragraph (1), replace Formula (6.41) itself with “ ++≤ 1,00 ” and replace
 



NM M
Rd y,Rd z,Rd
 
the subsequent definition of N with the following one:
Rd
“
N is axial force resistance according to 6.2.3 or 6.2.4 respectively”.
Rd
In Paragraph (1), replace the two lines with definitions of M and M with the following definition:
y,Rd z,Rd
“
M and M are the bending moment resistances with respect to the y
...