iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
CEN

EN 1996-3:2006/AC:2009

(Corrigendum)

Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures

Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures

TC - Modifications to Subclause 4.2.1.2 and to Clause D.1 in the E mother reference version.
2013: Originator of XML version: first setup pilot of CCMC in 2012

Eurocode 6 - Bemessung und Konstruktion von Mauerwerksbauten - Teil 3: Vereinfachte Berechnungsmethoden für unbewehrte Mauerwerksbauten

Eurocode 6 - Calcul des ouvrages en maçonnerie - Partie 3: Méthodes de calcul simplifiées pour les ouvrages en maçonnerie non armée

Evrokod 6: Projektiranje zidanih konstrukcij - 3. del: Poenostavljene računske metode za nearmirane zidane konstrukcije

General Information

Status
Withdrawn
Publication Date
06-Oct-2009
Withdrawal Date
21-Nov-2023
ICS
91.010.30 - Technical aspects
91.080.30 - Masonry
Technical Committee
CEN/TC 250 - Structural Eurocodes
Drafting Committee
CEN/TC 250/SC 6 - Eurocode 6: Design of masonry structures
Current Stage
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
89/106/EEC - Construction products
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
M/BC/CEN/89/11 - Framework mandate to CEN on Eurocode work : execution of a standardization programme on Eurocodes for the structural design of building and civil engineering works
Ref Project
SIST EN 1996-3:2006/AC:2009 - Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures

Relations

Replaced By
EN 1996-3:2023 - Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures
Effective Date
29-Nov-2023
Corrects
EN 1996-3:2006 - Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures
Effective Date
22-Aug-2009

Buy Standard

EN 1996-3:2006/AC:2009EN 1996-3:2006/AC:2009
PreviousNext
Corrigendum
EN 1996-3:2006/AC:2009
English language
3 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

Standards Content (Sample)


2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 6 - Bemessung und Konstruktion von Mauerwerksbauten - Teil 3: Vereinfachte Berechnungsmethoden für unbewehrte MauerwerksbautenEurocode 6 - Calcul des ouvrages en maçonnerie - Partie 3: Méthodes de calcul simplifiées pour les ouvrages en maçonnerie non arméeEurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures91.080.30Zidane konstrukcijeMasonry91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1996-3:2006/AC:2009SIST EN 1996-3:2006/AC:2009en,fr,de01-december-2009SIST EN 1996-3:2006/AC:2009SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1996-3:2006/AC
October 2009
Octobre 2009
Oktober 2009 ICS 91.010.30; 91.080.30 English version Version Française Deutsche Fassung
Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures
Eurocode 6 - Calcul des ouvrages en maçonnerie - Partie 3: Méthodes de calcul simplifiées pour les ouvrages en maçonnerie non armée
Eurocode 6 - Bemessung und Konstruktion von Mauerwerksbauten - Teil 3: Vereinfachte Berechnungsmethoden für unbewehrte Mauerwerksbauten This corrigendum becomes effective on 7 October 2009 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 7 octobre 2009 pour incorporation
...

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
EN 1996-3:2023(Main)
Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures
SIST EN 1996-3:2024

1.1   Scope of EN 1996-3
(1)   This document provides simplified calculation methods to facilitate the design of the following unreinforced masonry walls, subject to certain conditions of application:
-   walls subjected to vertical and wind loading;
-   walls subjected to concentrated loads;
-   shear walls;
-   basement walls subjected to lateral earth pressure and vertical loading;
-   walls subjected to lateral loading but not subjected to vertical loading.
NOTE 1   For those types of masonry structures or parts of structures not covered by (1), the design can be based on EN 1996-1-1.
NOTE 2   The rules given in this document are consistent with those given in EN 1996-1-1 but are more conservative in respect of the conditions and limitations of their use.
(2) This document applies only to those masonry structures, or parts thereof, that are described in EN 1996-1-1 and EN 1996-2.
(3) The simplified calculation methods given in this document do not cover the design of double-leaf walls.
(4) The simplified calculation methods given in this document do not cover the design for accidental situations.
1.2   Assumptions
(1) The assumptions of EN 1990 apply to this document.
(2) This document is intended to be used, for direct application, together with EN 1990, the EN 1991 series, EN 1996 1-1, EN 1996-1-2 and EN 1996-2.
(3) The rules given in this document assume that concrete floors are designed according to EN 1992-1-1.

  • Standard
    39 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1996-1-1:2022(Main)
Eurocode 6 - Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures
SIST EN 1996-1-1:2022

(1) The basis for the design of building and civil engineering works in masonry is given in this Part 1-1 of EN 1996, which deals with unreinforced masonry, reinforced masonry and confined masonry. Principles for the design of prestressed masonry are also given. This Part 1-1 of EN 1996 is not valid for masonry elements with a plan area of less than 0,04 m2.
(2) For those types of structures not covered entirely, for new structural uses for established materials, for new materials, or where actions and other influences outside normal experience have to be resisted, the provisions given in this Part 1-1 of EN 1996 may be applicable, but may need to be supplemented.
(3) Part 1-1 of EN 1996 gives detailed rules which are mainly applicable to ordinary buildings. The applicability of these rules may be limited, for practical reasons or due to simplifications; any limits of applicability are given in the text where necessary.
(4) Part 1-1 of EN 1996 does not cover:
-   resistance to fire (which is dealt with in EN 1996-1-2);
-   particular aspects of special types of building (for example, dynamic effects on tall buildings);
-   particular aspects of special types of civil engineering works (such as masonry bridges, dams, chimneys or liquid-retaining structures);
-   particular aspects of special types of structures (such as arches or domes);
-   masonry where gypsum, with or without cement, mortars are used;
-   masonry where the units are not laid in a regular pattern of courses (rubble masonry);
-   masonry reinforced with other materials than steel.

  • Standard
    137 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1996-1-2:2005/AC:2010(Corrigendum)
Eurocode 6 - Design of masonry structures - Part 1-2: General rules - Structural fire design
SIST EN 1996-1-2:2005/AC:2011

TC - Modifications to the English mother version to the Foreword, to Clauses 1, 2 and 5 and to Annexes B, C and D.
2013: Originator of XML version: first setup pilot of CCMC in 2012

  • Corrigendum
    40 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1996-2:2006/AC:2009(Corrigendum)
Eurocode 6 - Design of masonry structures - Part 2: Design considerations, selection of materials and execution of masonry
SIST EN 1996-2:2006/AC:2009

TC - Modifications in the E mother reference version in "National Annex for EN 1996-2", in 3.3.2 and in A.2.
2013: Originator of XML version: first setup pilot of CCMC in 2012

  • Corrigendum
    3 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1996-2:2006(Main)
Eurocode 6 - Design of masonry structures - Part 2: Design considerations, selection of materials and execution of masonry
SIST EN 1996-2:2006

(1)P The scope of Eurocode 6 for Masonry Structures as given in 1.1.1 of EN 1996-1-1 applies also to this Part 2.
(2)P Part 2 of Eurocode 6 gives basic rules for the selection of materials and execution of masonry to enable it to comply with the design assumptions of the other parts of Eurocode 6. With the exception of the items given in 1.1(3)P, the scope of Part 2 deals with ordinary aspects of masonry design and execution including:
   the selection of masonry materials;
   factors affecting the performance and durability of masonry;
   resistance of buildings to moisture penetration;
   storage, preparation and use of materials on site;
   the execution of masonry;
   masonry protection during execution;
NOTE 1. Where general guidance only is given, additional guidance based on local conditions and practice may be made available in non contradictory complementary documents which may be referred to in the National Annex.
NOTE 2. The scope of Eurocode 6 excludes seismic, thermal and acoustic functional performance of masonry structures;
(3)P Part 2 of Eurocode 6 does not cover the following items:
   those aspects of masonry covered in other parts of Eurocode 6;
   aesthetic aspects;
   applied finishes;
   health & safety of persons engaged in the design or execution of masonry;
   the environmental effects of masonry buildings, civil engineering works and structures on their surroundings.

  • Standard
    34 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1996-1-2:2005(Main)
Eurocode 6 - Design of masonry structures - Part 1-2: General rules - Structural fire design
SIST EN 1996-1-2:2005

(1)P This Part 1-2 of EN 1996 deals with the design of masonry structures for the accidental situation of fire exposure, and is intended to be used in conjunction with EN 1996-1-1, EN 1996-2, 1996-3 and EN 1991-1-2. This part 1-2 only identifies differences from, or supplements to, normal temperature design.
(2)P This Part 1-2 deals only with passive methods of fire protection. Active methods are not covered.
(3)P This Part 1-2 applies to masonry structures which, for reasons of general fire safety, are required to fulfil certain functions when exposed to fire, in terms of:
-   avoiding premature collapse of the structure (load bearing function)
-   limiting fire spread (flames, hot gases, excessive heat) beyond designated areas (separating function)
(4)P This Part 1-2 gives principles and application rules for designing structures for specified requirements in respect of the aforementioned functions and levels of performance.
(5)P This Part 1-2 applies to structures, or parts of structures, that are within the scope of EN 1996-1-1, EN 1996-2 and EN 1996-3 and are designed accordingly.
(6)P This Part 1-2 does not cover masonry built with Natural Stone units to EN771-6
(7)P This Part 1-2 deals with the following:
-   non-loadbearing internal walls.
-   non-loadbearing external walls.
-   loadbearing internal walls with separating or non-separating functions.
-   loadbearing external walls with separating or non-separating functions.

  • Standard
    81 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1996-1-2:2024(Main)
Eurocode 6 - Design of masonry structures - Part 1-2: Structural fire design
kSIST FprEN 1996-1-2:2024

1.1   Scope of prEN 1996-1-2
(1) This document gives rules for the design of masonry structures for the accidental situation of fire exposure. This document only identifies differences from, or supplements to, normal temperature design.
(2) This document applies to structures, or parts of structures, that are within the scope of EN 1996-1-1 or EN 1996-3 and are designed accordingly.
(3) This document gives rules for the design of structures for specified requirements in respect of the aforementioned functions and the levels of performance.
(5) This document does not cover masonry built with natural stone units according to EN 771-6.
(6) This document deals with:
-   non-loadbearing internal walls;
-   non-loadbearing external walls;
-   loadbearing internal walls with separating or non-separating functions;
-   loadbearing external walls with separating or non-separating functions.
1.2   Assumptions
(1) The assumptions of EN 1990 and EN 1996-1-1 apply to this document.
(2) This document is intended to be used together with EN 1990, EN 1991-1-2, EN 1996-1-1, EN 1996 2 and EN 1996-3.
(3) In addition to the general assumptions of EN 1990 and EN 1996-1-1, the following assumptions apply:
-   the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation;
-   any fire protection measure taken into account in the design will be adequately maintained.

  • Draft
    87 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1996-2:2024(Main)
Eurocode 6 - Design of masonry structures - Part 2: Design considerations, selection of materials and execution
kSIST FprEN 1996-2:2024

(1) This document gives basic rules for the selection of materials and execution of masonry to enable it to comply with the design assumptions of the other parts of Eurocode 6.
(2) This document deals with ordinary aspects of masonry design and execution including:
-   selection of masonry materials;
-   factors affecting the performance and durability of masonry;
-   masonry detailing, joint finishes, movement joints, resistance of buildings to moisture penetration;
-   storage, preparation and use of materials on site;
-   execution of masonry;
-   masonry protection during execution;
(3) This document does not cover the following items:
-   aesthetic aspects;
-   applied finishes;
1.2   Assumptions
(1) The assumptions of EN 1990 apply to this document.
(2) This document is intended to be used together with EN 1990, EN 1991, EN 1996 1-1, EN 1996-1-2 and EN 1996-3.
(3) The design of masonry is carried out in accordance with EN 1996 1 1.

  • Draft
    35 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1996-1-1:2005/FprA1(Amendment)
Eurocode 6: Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures
SIST EN 1996-1-1:2006/kprA1:2012

(1)P The basis for the design of buildings and civil engineering works in masonry is given in this Part 1-1 of Eurocode 6, which deals with unreinforced masonry and reinforced masonry where the reinforcement is added to provide ductility, strength or improve serviceability. The principles of the design of prestressed masonry and confined masonry are given, but application rules are not provided. This Part is not valid for masonry with a plan area of less than 0,04 m2.
(2) For those types of structures not covered entirely, for new structural uses for established materials, for new materials, or where actions and other influences outside normal experience have to be resisted, the principles and application rules given in this EN may be applicable, but may need to be supplemented.
(3) Part 1-1 gives detailed rules which are mainly applicable to ordinary buildings. The applicability of these rules may be limited, for practical reasons or due to simplifications; any limits of applicability are given in the text where necessary.

  • Draft
    7 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1996-3:2023(Main)
Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures
SIST EN 1996-3:2024

1.1   Scope of EN 1996-3
(1)   This document provides simplified calculation methods to facilitate the design of the following unreinforced masonry walls, subject to certain conditions of application:
-   walls subjected to vertical and wind loading;
-   walls subjected to concentrated loads;
-   shear walls;
-   basement walls subjected to lateral earth pressure and vertical loading;
-   walls subjected to lateral loading but not subjected to vertical loading.
NOTE 1   For those types of masonry structures or parts of structures not covered by (1), the design can be based on EN 1996-1-1.
NOTE 2   The rules given in this document are consistent with those given in EN 1996-1-1 but are more conservative in respect of the conditions and limitations of their use.
(2) This document applies only to those masonry structures, or parts thereof, that are described in EN 1996-1-1 and EN 1996-2.
(3) The simplified calculation methods given in this document do not cover the design of double-leaf walls.
(4) The simplified calculation methods given in this document do not cover the design for accidental situations.
1.2   Assumptions
(1) The assumptions of EN 1990 apply to this document.
(2) This document is intended to be used, for direct application, together with EN 1990, the EN 1991 series, EN 1996 1-1, EN 1996-1-2 and EN 1996-2.
(3) The rules given in this document assume that concrete floors are designed according to EN 1992-1-1.

  • Standard
    39 pages
    English language
    sale 10% off
    e-Library read for
    1 day