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 Hochbau

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

Status
Withdrawn
Publication Date
30-Aug-2014
Withdrawal Date
30-May-2015
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
07-May-2014
Due Date
25-May-2015
Completion Date
07-May-2014

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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.

---------------------- Page: 1 ----------------------
SIST EN 1995-1-1:2005/A2:2014
---------------------- Page: 2 ----------------------
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

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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.
---------------------- Page: 5 ----------------------
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

edge of hole to bottom of member) and "h " (Distance from upper edge of hole to top of member).

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
...

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