DOP of 12 months

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    • Amendment
      4 pages
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    • Amendment
      4 pages
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DOP of 12 months!

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    • Amendment
      26 pages
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DOP of 12 months!

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    • Amendment
      13 pages
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DOP of 12 months! * 2017-03-22 FJD - No xml version as mother version was not originally published as xml.

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    • Amendment
      26 pages
      English language
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DOP of 12 months!
2017-03-29 FJD - No xml version as the mother standard EN 1993-4-2:2007 was not edited as an xml deliverable.

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    • Amendment
      13 pages
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TC - Modifications from EN 1998-3:2005/AC:2010 on the English mother reference version regarding the "National annex for EN 1998-3", Clauses 2 and 4 and Annexes A, B and C + New modifications in Annex A.

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    • Corrigendum
      6 pages
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Eurocode 6 applies to the design of buildings and civil engineering works, or parts thereof, in unreinforced, reinforced, prestressed and confined masonry. Eurocode 6 deals only with the requirements for resistance, serviceability and durability of structures. Other requirements, for example, concerning thermal or sound insulation, are not considered. Execution is covered to the extent that is necessary to indicate the quality of the construction materials and products that should be used and th...view more

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    • Standard – translation
      105 pages
      Slovenian language
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    • Standard
      123 pages
      English language
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TC - Modifications from EN 1998-3:2005/AC:2010 on the English mother reference version regarding the "National annex for EN 1998-3", Clauses 2 and 4 and Annexes A, B and C + New modifications in Annex A.

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    • Corrigendum
      6 pages
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TC - Modifications to "National annex for EN 1991-1-2", 1.6, Annex A, B.2, B.4.1 and B.4.2.

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    • Corrigendum
      3 pages
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Complementary to Eurocodes 1 to 7 and 9. Additional provisions for the structural design of buildings and civil engineering works to be constructed in seismic regions where risk to life and/or risk of structural damage are required to be reduced. General requirements and rules for assessment of seismic actions and combinations with other actions. General rules for earthquake resistant design of buildings and specific rules for buildings and elements constructed with each of the various structura...view more

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(1) Part 3 of EN 1991 specifies imposed loads (models and representative values) associated with cranes on runway beams and stationary machines which include, when relevant, dynamic effects and braking, acceleration and accidental forces.
(2) Section 1 defines common definitions and notations.
(3) Section 2 specifies actions induced by cranes on runways.
(4) Section 3 specifies actions induced by stationary machines.

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    • Corrigendum
      6 pages
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EN 1991 provides general principles and actions for the structural design of buildings and civil engineering works including some geotechnical aspects and shall be used in conjunction with EN 1990 and EN 1992-1999. EN 1991 also covers structural design during execution and structural design for temporary structures. It relates to all circumstances in which a structure is required to give adequate performance. EN 1991 is not directly intended for the structural appraisal of existing construction,...view more

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    • Corrigendum
      5 pages
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EN 1991-1-6 provides principles and general rules for the determination of actions which should be taken into account during execution of buildings and civil engineering works.
NOTE 1 : This Part of EN 1991 may be used as guidance for the determination of actions to be taken into account for different types of construction works, including structural alterations such as refurbishment and/or partial or full demolition.  Further guidance is given in Annexes A1, A2 and B.
NOTE 2 : Rules concerni...
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    • Corrigendum
      2 pages
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Complementary to Eurocodes 1 to 7 and 9. Additional provisions for the structural design of buildings and civil engineering works to be constructed in seismic regions where risk to life and/or risk of structural damage are required to be reduced. General requirements and rules for assessment of seismic actions and combinations with other actions. General rules for earthquake resistant design of buildings and specific rules for buildings and elements constructed with each of the various structura...view more

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    • Amendment
      5 pages
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TC - Modifications to "National annex for EN 1991-1-2", 1.6, Annex A, B.2, B.4.1 and B.4.2.

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    • Corrigendum
      3 pages
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TC - Modifications to the National Annex, 1.1, 4.2, 4.6 and A.2.4.

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    • Corrigendum
      2 pages
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CEN/TC 250 - Modifications in Sections 1 and 2.

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    • Corrigendum
      6 pages
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CEN/TC 250 - Editorial modifications to 1.2, 2.5, 5.2.1.1, 5.2.2.2, 5.2.2.3, 6.1.2 and Annex C.

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    • Corrigendum
      5 pages
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EN 1999 applies to the design of buildings and civil engineering and structural works in aluminium. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that are given in EN 1990 - Basis of structural design. EN 1999 is only concerned with requirements for resistance, serviceability, durability and fire resistance of aluminium structures. Other requirements, e.g. concerning thermal or sound insulation, are no...view more

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    • Standard
      62 pages
      English language
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Eurocode 2 applies to the design of buildings and civil engineering works in plain, reinforced and prestressed concrete. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that are given in EN 1990: Basis of structural design.

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    • Corrigendum
      23 pages
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(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 ...
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    • Corrigendum
      40 pages
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General rules for the structural design of buildings and civil engineering works in reinforced and prestressed concrete made with normal and lightweight aggregates, plain or lightly reinforced concrete and precast concrete for the design of reinforced concrete components with unbonded tendons.

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    • Corrigendum
      23 pages
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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

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    • Corrigendum
      40 pages
      English language
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TC - Modifications in the English mother reference version to the Table of Contents, Clauses 1, 4, 5 and Annexes A, B, D, E, F, I, J, K and X.

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    • Corrigendum
      9 pages
      English language
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TC - Modifications to the E reference version of the amendment EN 1990:2002/A1/2005 and containing the modifications of the replaced corrigendum EN 1990:2002/A1:2005/AC:2008: modifications to many clauses and subclauses and addition of a new Annex A2 in EN 1990:2002.

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    • Corrigendum
      21 pages
      English language
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TC - Modifications in the English mother reference version to the Table of Contents, Clauses 1, 4, 5 and Annexes A, B, D, E, F, I, J, K and X.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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    • Corrigendum
      9 pages
      English language
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TC - Modifications to the E reference version of the amendment EN 1990:2002/A1/2005 and containing the modifications of the replaced corrigendum EN 1990:2002/A1:2005/AC:2008: modifications to many clauses and subclauses and addition of a new Annex A2 in EN 1990:2002.

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    • Corrigendum
      21 pages
      English language
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EN 1999 applies to the design of buildings and civil engineering and structural works in aluminium. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that are given in EN 1990 - Basis of structural design. EN 1999 is only concerned with requirements for resistance, serviceability, durability and fire resistance of aluminium structures. Other requirements, e.g. concerning thermal or sound insulation, are no...view more

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    • Corrigendum
      3 pages
      English language
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(1) The scope of Eurocode 8 is defined in EN 1998-1:2004, 1.1.1 and the scope of this Standard is defined in 1.1.1. Additional parts of Eurocode 8 are indicated in EN 1998-1:2004, 1.1.3.
(2) Within the framework of the scope set forth in EN 1998-1:2004, this part of the Standard contains the particular Performance Requirements, Compliance Criteria and Application Rules applicable to the design of earthquake resistant bridges.
(3) This Part primarily covers the seismic design of bridges in whic...
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    • Corrigendum
      2 pages
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TC - Modifications to the English reference version of the mother standard regarding the Foreword, "Additional information specific to EN 1991-2", "National Annex for EN 1991-2", Clauses 2, 4 and 6 and Annexes A, B, D and E.

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    • Corrigendum
      5 pages
      English language
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EN 1991-1-7 provides strategies and rules for safeguarding buildings and other civil engineering works against identifiable and unidentifiable accidental actions. EN 1991-1-7 defines: - strategies based on identified accidental actions, - strategies based on limiting the extent of localised failure. The following subjects are dealt with in this part of EN 1991: - definitions and symbols (Section 1); - classification of actions (Section 2); - design situations (Section 3); - impact (Section 4); -...view more

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    • Corrigendum
      6 pages
      English language
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TC - Modifications in the E mother version in Clauses 1, 3, 4, 5, 6, 8 and 10 and in Annexes A and E - Building and civil engineering

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    • Corrigendum
      5 pages
      English language
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TC - Correction brought to the former corrigendum EN 1991-1-4:2005/AC:2009 regarding a modification to Equation (E.17) in the three language versions of the mother standard.

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    • Corrigendum
      10 pages
      English language
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      1 day

TC - Modification in the E reference version of the mother standard regardig the Foreword, Clauses 1, 3 and 4 and Annexes A, B, C and D.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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    • Corrigendum
      6 pages
      English language
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      1 day

TC - Modifications to the English reference version of the mother standard regarding the Foreword, "Additional information specific to EN 1991-2", "National Annex for EN 1991-2", Clauses 2, 4 and 6 and Annexes A, B, D and E.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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    • Corrigendum
      5 pages
      English language
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      1 day

TC - Editorial modifications to "National annex for EN 1998-2", 4.2.4.4, 5.6.2 and 6.2.2 in the three language versions of the mother standard.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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    • Corrigendum
      2 pages
      English language
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      1 day

TC - Correction brought to the former corrigendum EN 1991-1-4:2005/AC:2009 regarding a modification to Equation (E.17) in the three language versions of the mother standard.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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    • Corrigendum
      10 pages
      English language
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TC - Modifications to Subclauses A.1.3.1, A.1.3.2 and A.1.4.2 in the E mother reference version.

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    • Corrigendum
      2 pages
      English language
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EN 1999 applies to the design of buildings and civil engineering works in aluminium. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that are given in EN 1990 - Basis of structural design. EN 1999 is only concerned with requirements for resistance, serviceability, durability and fire resistance of aluminium structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered. E...view more

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    • Corrigendum
      3 pages
      English language
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The scope of Eurocode 6 for Masonry Structures as given in 1.1.1 of EN 1996-1-1:2005 applies also to this EN 1996-3. NOTE: Eurocode 6 deals only with the requirements for resistance, serviceability and durability of structures. Other requirements are not considered. Eurocode 6 does not cover the special requirements of seismic design. P EN 1996-3 provides simplified calculation methods to facilitate the design of the following unreinforced masonry walls, subject to certain conditions of applicat...view more

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    • Corrigendum
      3 pages
      English language
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The scope of Eurocode 6 for Masonry Structures as given in 1.1.1 of EN 1996-1-1:2005 applies also to this EN 1996-2. EN 1996-2 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...view more

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    • Corrigendum
      3 pages
      English language
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TC - Modifications in the E mother version in Clauses 1, 3, 4, 5, 6, 8 and 10 and in Annexes A and E - Building and civil engineering
2013: Originator of XML version: first setup pilot of CCMC in 2012

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    • Corrigendum
      5 pages
      English language
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TC - Modifications to Subclauses A.1.3.1, A.1.3.2 and A.1.4.2 in the E mother reference version.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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    • Corrigendum
      2 pages
      English language
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TC - Modifications to Subclauses 1.2.3, 3.2.1, 5.5.4.3 and to Clause A.1 in the E mother refernce version.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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    • Corrigendum
      3 pages
      English language
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      1 day