iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
CEN

EN 1995-1-1:2004/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 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
Published
Publication Date
06-May-2014
Withdrawal Date
30-May-2015
ICS
91.010.30 - Technical aspects
91.080.20 - Timber structures
Technical Committee
CEN/TC 250 - Structural Eurocodes
Drafting Committee
CEN/TC 250/SC 5 - Eurocode 5: Design of timber structures
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
07-May-2014
Due Date
25-May-2015
Completion Date
07-May-2014
Directive
305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
Mandate
M/265 - Mandate to CEN for the conversion of the Eurocodes from ENV into EN concerning the structural and geotechnical design of buildings and civil engineering works
Ref Project
SIST EN 1995-1-1:2005/A2:2014 - Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings

Relations

Amends
EN 1995-1-1:2004 - Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings
Effective Date
03-Jul-2013

Buy Standard

EN 1995-1-1:2005/A2:2014EN 1995-1-1:2005/A2:2014
PreviousNext
Amendment
EN 1995-1-1:2005/A2:2014
English language
10 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

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.

---------------------- Page: 3 ----------------------

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 .
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

This May Also Interest You

CEN
CEN/TS 19103:2021(Main)
Eurocode 5: Design of Timber Structures - Structural design of timber-concrete composite structures - Common rules and rules for buildings
SIST-TS CEN/TS 19103:2022

1.1   Scope of CEN/TS 19103
(1)   CEN/TS 19103 gives general design rules for timber-concrete composite structures.
(2)   It provides requirements for materials, design parameters, connections, detailing and execution for timber-concrete composite structures. Recommendations for environmental parameters (temperature and moisture content), design methods and test methods are given in the Annexes.
(3)   It includes rules common to many types of timber-concrete composite, but does not include details for the design of glued timber-concrete composites, nor for bridges.
NOTE   For the design of glued timber-concrete composites or bridges alternative references are available.
(4)   It covers the design of timber-concrete composite structures in both quasi-constant and variable environmental conditions. For ease of use, it provides simple design rules for quasi-constant environmental conditions and more complex rules for variable environmental conditions.
1.2   Assumptions
(1)   The general assumptions of EN 1990 apply.
(2)   CEN/TS 19103 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), EN  1992 (all parts), EN  1994 (all parts), EN 1995 (all parts), EN 1998 (all parts) when timber structures are built in seismic regions, and ENs for construction products relevant to timber structures.

  • Technical specification
    58 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1995-1-2:2004/AC:2009(Corrigendum)
Eurocode 5: Design of timber structures - Part 1-2: General - Structural fire design
SIST EN 1995-1-2:2005/AC:2009

TC - Modifications (mostly editorial) on the English mother reference version (includes the modifications listed in EN 1995-1-2:2004/AC:2006).
2013: Originator of XML version: first setup pilot of CCMC in 2012

  • Corrigendum
    6 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1995-1-1:2004/A1:2008(Amendment)
Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings
SIST EN 1995-1-1:2005/A1:2008

20060306 - DOW = 2010-03-31
2013: Originator of XML version: first setup pilot of CCMC in 2012

  • Amendment
    16 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1995-1-1:2004/AC:2006(Corrigendum)
Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings
SIST EN 1995-1-1:2005/AC:2006

TC - Modifications to 6.5.2, 8.2.2, 8.3.1.1 and 8.3.1.2
2013: Originator of XML version: first setup pilot of CCMC in 2012

  • Corrigendum
    2 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1995-1-2:2004(Main)
Eurocode 5: Design of timber structures - Part 1-2: General - Structural fire design
SIST EN 1995-1-2:2005

Supplementary to Part 1-1. Additional and varied rules to be used for the design of timber structures which are required to avoid premature structural collapse and to limit the spread of fire in the accidental situation of exposure to fire.

  • Standard
    69 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1995-1-1:2004(Main)
Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings
SIST EN 1995-1-1:2005

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.

  • Standard
    123 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Standard – translation
    126 pages
    Slovenian language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1995-2:2004(Main)
Eurocode 5: Design of timber structures - Part 2: Bridges
SIST EN 1995-2:2005

(1) EN 1995-2 gives general design rules for the structural parts of bridges, i.e. structural members of importance for the reliability of the whole bridge or major parts of it, made of timber or other wood-based materials, either singly or compositely with concrete, steel or other materials.
(2) The following subjects are dealt with in EN 1995-2:
Section 1:   General
Section 2:   Basis of design
Section 3:   Material properties
Section 4:   Durability
Section 5:   Basis of structural analysis
Section 6:   Ultimate limit states
Section 7:   Serviceability limit states
Section 8:   Connections
Section 9:   Structural detailing and control
(3) Section 1 and Section 2 also provide additional clauses to those given in EN 1990:2002 "Eurocode: Basis of structural design".
(4) Unless specifically stated, EN 1995-1-1 applies.

  • Standard
    29 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
prEN 1995-1-1(Main)
Eurocode 5 - Design of timber structures - Part 1-1: General rules and rules for buildings
oSIST prEN 1995-1-1:2023

1.1   Scope of prEN 1995-1-1
(1) prEN 1995-1-1 gives general design rules for timber structures.
(2) prEN 1995-1-1 also gives specific design rules for buildings and timber civil engineering works.
1.2   Assumptions
(1) The assumptions of EN 1990 apply to this document.
(2) prEN 1995-1-1 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), EN 1998 (all parts) when timber structures are built in seismic regions.

  • Draft
    440 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
prEN 1995-3(Main)
Eurocode 5 - Design of timber structures - Part 3: Execution
oSIST prEN 1995-3:2023

1.1   Scope of EN 1995 3
(1) This document gives minimum requirements for execution of timber structures (buildings and bridges) designed in accordance with EN 1995 to ensure that what is built meets the requirements for mechanical resistance, serviceability, durability and fire performance.
(2) This document includes the minimum requirements for moisture control during transport to building site, storage on site, handling on site and execution.
(3) This document gives guidance on workmanship and permitted geometrical deviations during execution.
(4) This document relies on an execution specification which states all the specific requirements relevant for the execution of a particular structure.
(5) For products covered by a European technical product specification, this document only covers those aspects of fabrication such as cutting, machining and drilling after placement of the product on the market.
(6) This document does not cover:
a)   Design and detailing rules;
b)   Secondary members which are not designed according to EN 1995;
c)   Temporary works (such as formwork, scaffolding, propping, shoring, etc.);
d)   Specification, production and conformity of timber members in accordance with European technical product specifications;
e)   Permitted geometrical deviations required for appearance, thermal or sound insulation;
f)   Contractual aspects, responsibilities of the various parties, competency requirements or the degree of independence of the personnel undertaking the inspection;
g)   Health and safety requirements during execution.
1.2   Assumptions
(1) It is recognized in this document that areas such as detailed requirements for competence of personnel, and details related to the Quality Management are within the competence of the CEN Member States.
(2) Before the execution begins on a part of the structure, it is assumed the following are available on site for inspection levels IL2-B and IL3 (Inspection Level according to EN 1990 and Table 4.1 of this document):
-   the design of that part, including calculations, drawings, and specification;
-   the execution specification.
(3) Before the start of the execution, it is assumed that the execution specification has been checked for completeness.
(4) It is assumed that previous work (such as foundations) has been inspected and any work which needs to be done due to deviations from the execution specification has been carried out.

  • Draft
    70 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
prEN 1995-2(Main)
Eurocode 5 - Design of timber structures - Part 2: Bridges
oSIST prEN 1995-2:2023

(1) EN 1995-2 gives general design rules for the structural parts of bridges, i.e. structural members of importance for the reliability of the whole bridge or major parts of it, made of timber or other wood-based materials, either singly or compositely with concrete, steel or other materials.

  • Draft
    84 pages
    English language
    sale 10% off
    e-Library read for
    1 day