SIST EN 1995-1-1:2005/A2:2014
(Amendment)Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings
Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings
General rules for the structural design of buildings and civil engineering works made of timber and/or wood-based panels, either singly or compositely with concrete, steel or other materials. Detailed rules for structural design of buildings.
Eurocode 5: Bemessung und Konstruktion von Holzbauten - Teil 1-1: Allgemeines - Allgemeine Regeln und Regeln für den Holzbau
Eurocode 5: Conception et calcul des structures en bois - Partie 1-1 : Généralités - Règles communes et règles pour les bâtiments
Evrokod 5: Projektiranje lesenih konstrukcij - 1-1. del: Splošna pravila in pravila za stavbe
Področje uporabe EN 1995-1-1
(1) EN 1995-1-1 podaja splošna pravila projektiranja za lesene konstrukcije skupaj z dodatnimi pravili projektiranja za stavbe.
(2) EN 1995-1-1 vsebuje naslednja poglavja:
Poglavje 1: Splošno
Poglavje 2: Osnove projektiranja
Poglavje 3: Lastnosti materiala
Poglavje 4: Trajnost
Poglavje 5: Osnove analize konstrukcij
Poglavje 6: Mejna stanja nosilnosti
Poglavje 7: Mejna stanja uporabnosti
Poglavje 8: Zveze s kovinskimi veznimi sredstvi
Poglavje 9: Komponente in sestavi
Poglavje 10: Konstrukcijske zahteve in nadzor
(3)EN 1995-1-1 ne obsega projektiranja konstrukcij, ki so dolgotrajno izpostavljene temperaturam nad 60 °C.
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN 1995-1-1:2005/A2:2014
01-julij-2014
Evrokod 5: Projektiranje lesenih konstrukcij - 1-1. del: Splošna pravila in pravila za
stavbe
Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for
buildings
Eurocode 5: Bemessung und Konstruktion von Holzbauten - Teil 1-1: Allgemeines -
Allgemeine Regeln und Regeln für den Holzbau
Eurocode 5: Conception et calcul des structures en bois - Partie 1-1 : Généralités -
Règles communes et règles pour les bâtiments
Ta slovenski standard je istoveten z: EN 1995-1-1:2004/A2:2014
ICS:
91.010.30 7HKQLþQLYLGLNL Technical aspects
91.080.20 Lesene konstrukcije Timber structures
SIST EN 1995-1-1:2005/A2:2014 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST EN 1995-1-1:2005/A2:2014
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SIST EN 1995-1-1:2005/A2:2014
EUROPEAN STANDARD
EN 1995-1-1:2004/A2
NORME EUROPÉENNE
EUROPÄISCHE NORM
May 2014
ICS 91.010.30; 91.080.20
English Version
Eurocode 5: Design of timber structures - Part 1-1: General -
Common rules and rules for buildings
Eurocode 5: Conception et calcul des structures en bois - Eurocode 5: Bemessung und Konstruktion von Holzbauten -
Partie 1-1 : Généralités - Règles communes et règles pour Teil 1-1: Allgemeines - Allgemeine Regeln und Regeln für
les bâtiments den Hochbau
This amendment A2 modifies the European Standard EN 1995-1-1:2004; it was approved by CEN on 18 February 2014.
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
© 2014 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1995-1-1:2004/A2:2014 E
worldwide for CEN national Members.
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SIST EN 1995-1-1:2005/A2:2014
EN 1995-1-1:2004/A2:2014 (E)
Contents Page
Foreword . 3
1 Modifications to 1.2, Normative references . 4
2 Modification to 1.6, Symbols used in EN 1995-1-1 . 4
3 Modifications to 2.2.3, Serviceability limit states . 4
4 Modification to 2.3.2.2, Load-duration and moisture influences on deformations . 4
5 Modification to 4.2, Resistance to corrosion . 5
6 Modification to 6.1.5, Compression perpendicular to the grain . 5
7 Modification to 6.1.8, Torsion . 5
8 Modification to 6.2.3, Combined bending and axial tension . 5
9 Modification to 6.5.2, Beams with a notch at the support . 6
10 Modification to 8.3.2, Axially loaded nails . 6
11 Modifications to 8.4, Stapled connections . 6
12 Modification to 8.6, Dowelled connections . 6
13 Modifications to 8.7.1, Laterally loaded screws . 7
14 Modification to 8.7.2, Axially loaded screws . 7
15 Modifications to 8.8.5.1, Plate anchorage capacity. 8
16 Modification to 8.8.5.2, Plate capacity . 8
17 Modification to 8.9, Split ring and shear plate connectors . 9
18 Modification to 8.10, Toothed –plate connectors . 9
19 Modifications to Annex A . 10
20 Modification to B.4, Maximum shear stress . 10
2
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SIST EN 1995-1-1:2005/A2:2014
EN 1995-1-1:2004/A2:2014 (E)
Foreword
This document (EN 1995-1-1:2004/A2:2014) 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 1995-1-1:2004 shall be given the status of a national
standard, either by publication of an identical text or by endorsement, at the latest by May 2015, and
conflicting national standards shall be withdrawn at the latest by May 2015.
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.
3
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SIST EN 1995-1-1:2005/A2:2014
EN 1995-1-1:2004/A2:2014 (E)
1 Modifications to 1.2, Normative references
Delete:
"
EN 10147, Specification for continuously hot-dip zinc coated structural steel sheet and strip
– Technical delivery conditions".
Add:
"
EN 10346, Continuously hot-dip coated steel flat products – Technical delivery conditions".
Add:
"
EN ISO 1461, Hot dip galvanized coatings on fabricated iron and steel articles – Specifications
and test methods (ISO 1461)".
2 Modification to 1.6, Symbols used in EN 1995-1-1
In the list of Latin lower case letters, remove the two entries about Symbols "h " (Distance from lower
rl
edge of hole to bottom of member) and "h " (Distance from upper edge of hole to top of member).
ru
3 Modifications to 2.2.3, Serviceability limit states
Replace Paragraph (3) with the following:
"
(3) The final deformation u , see e.g. w in Figure 7.1, should be calculated by superimposing the
fin fin
creep deformation u calculated using the quasi-permanent combination of actions,
creep
see EN 1990:2002, 6.5.3(2)(c), on the instantaneous deformation u calculated from 2.2.3(2). The
inst
creep deformation should be calculated using mean values of the appropriate moduli of elasticity,
shear moduli and slip moduli and the relevant values of k given in Table 3.2.".
def
Replace Paragraph (4) with the following:
"
(4) If the structure consists of members or components having different creep behaviour, the long-term
deformation due to the quasi-permanent combination of actions should be calculated using the final
mean values of the appropriate moduli of elasticity, shear moduli and slip moduli according to
2.3.2.2 (1). The final
...
SLOVENSKI STANDARD
SIST EN 1995-1-1:2005/kFprA2:2013
01-december-2013
Evrokod 5: Projektiranje lesenih konstrukcij - 1-1. del: Splošna pravila in pravila za
stavbe
Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for
buildings
Eurocode 5: Bemessung und Konstruktion von Holzbauten - Teil 1-1: Allgemeines -
Allgemeine Regeln und Regeln für den Holzbau
Eurocode 5: Conception et calcul des structures en bois - Partie 1-1 : Généralités -
Règles communes et règles pour les bâtiments
Ta slovenski standard je istoveten z: EN 1995-1-1:2004/FprA2
ICS:
91.010.30 7HKQLþQLYLGLNL Technical aspects
91.080.20 Lesene konstrukcije Timber structures
SIST EN 1995-1-1:2005/kFprA2:2013 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST EN 1995-1-1:2005/kFprA2:2013
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SIST EN 1995-1-1:2005/kFprA2:2013
EUROPEAN STANDARD
FINAL DRAFT
EN 1995-1-1:2004
NORME EUROPÉENNE
EUROPÄISCHE NORM
FprA2
October 2013
ICS 91.010.30; 91.080.20
English Version
Eurocode 5: Design of timber structures - Part 1-1: General -
Common rules and rules for buildings
Eurocode 5: Conception et calcul des structures en bois - Eurocode 5: Bemessung und Konstruktion von Holzbauten
Partie 1-1 : Généralités - Règles communes et règles pour - Teil 1-1: Allgemeines - Allgemeine Regeln und Regeln für
les bâtiments den Holzbau
This draft amendment is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical Committee
CEN/TC 250.
This draft amendment A2, if approved, will modify the European Standard EN 1995-1-1:2004. 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, 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.
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: Avenue Marnix 17, B-1000 Brussels
© 2013 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1995-1-1:2004/FprA2:2013: E
worldwide for CEN national Members.
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SIST EN 1995-1-1:2005/kFprA2:2013
EN 1995-1-1:2004/FprA2:2013 (E)
Contents Page
Foreword . 3
1 Modification to 1.2, Normative references . 4
2 Modification to 1.6 . 4
3 Modification to 2.2.3, Seviceability limit states . 4
4 Modification to 2.3.2.2, Load-duration and moisture influences on deformations . 4
5 Modification to 4.2, Resistance to corrosion . 5
6 Modification to 6.1.5 Compression perpendicular to the grain . 5
7 Modification to 6.1.8, Torsion . 5
8 Modification to 6.2.3, Combined bending and axial tension . 5
9 Modification to 6.5.2, Beams with a notch at the support . 5
10 Modification to 8.3.2, Axially loaded nails . 5
11 Modification to 8.4, Stapled connections . 6
12 Modification to 8.6, Dowelled connections . 6
13 Modification to 8.7.1, Laterally loaded screws . 6
14 Modification to 8.7.2, Axially loaded screws . 7
15 Modification to 8.8.5.1, Plate anchorage capacity . 7
16 Modification to 8.8.5.2, Plate capacity . 7
17 Modification to 8.9, Split ring and shear plate connectors . 8
18 Modification to 8.10, Toothed –plate connectors . 8
19 Modification to Annex A . 9
20 Modification to B.4, Maximum shear stress . 9
2
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SIST EN 1995-1-1:2005/kFprA2:2013
EN 1995-1-1:2004/FprA2:2013 (E)
Foreword
This document (EN 1995-1-1:2004/FprA2:2013) has been prepared by Technical Committee
CEN/TC 250, “Structural Eurocodes”, the secretariat of which is held by BSI.
This document is currently submitted to the Unique Acceptance Procedure.
3
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SIST EN 1995-1-1:2005/kFprA2:2013
EN 1995-1-1:2004/FprA2:2013 (E)
1 Modification to 1.2, Normative references
Delete
EN 10147, Specification for continuously hot-dip zinc coated structural steel
sheet and strip – Technical delivery conditions
Add
EN 10346, Continuously hot-dip coated steel flat products – Technical delivery conditions
2 Modification to 1.6
Remove h (Distance from lower edge of hole to bottom of member) and h (Distance from upper
rl ru
edge of hole to top of member)
3 Modification to 2.2.3, Seviceability limit states
Replace the existing paragraph (3) with the following:
(3) The final deformation u , see e.g. w in Figure 7.1, should be calculated by superimposing the
fin fin
creep deformation u calculated using the quasi-permanent combination of actions, see EN 1990,
creep
6.5.3(2)(c), on the instantaneous deformation u calculated from 2.2.3(2). The creep deformation
inst
should be calculated using mean values of the appropriate moduli of elasticity, shear moduli and slip
moduli and the relevant values of k given in Table 3.2.
def
Replace the existing paragraph (4) with the following:
(4) If the structure consists of members or components having different creep behaviour, the long-term
deformation due to the quasi-permanent combination of actions should be calculated using the final
mean values of the appropriate moduli of elasticity, shear moduli and slip moduli according to 2.3.2.2
(1). The final deformation u is then calculated by superimposing the instantaneous deformation due
fin
to the difference between the characteristic and the quasi-permanent combination of actions on the
long-term deformation.
4 Modification to 2.3.2.2, Load-duration and moisture influences on deformations
Replace the existing paragraph (1) with the following:
For serviceability limit states, if the structure consists of members or components having different time-
dependent properties, the final mean value of modulus of elasticity E , shear modulus G
me
...
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