EN 1993-1-5 gives design requirements of stiffened and unstiffened plates which are subject to inplane forces. Effects due to shear lag, in-plane load introduction and plate buckling for I-section girders and box girders are covered. Also covered are plated structural components subject to in-plane loads as in tanks and silos. The effects of out-of-plane loading are outside the scope of this document.

  • Amendment
    4 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Amendment
    4 pages
    English language
    sale 10% off
    e-Library read for
    1 day

1.1   General
This Technical Report provides design rules for fasteners used to connect statically indeterminate non-structural light weight systems (e.g. suspended ceilings, pipe work, ducting) to concrete members such as walls or floors (see Figure 1)).
The proposed design model may be applied to post-installed mechanical and bonded anchors covered by EN 1992-4:2017, 1.2. Their suitability will be confirmed in a European Technical Product Specification.
The design rules assume the following:
-   under extreme conditions (e.g. large crack width) excessive slip or failure of a fastener might occur;
-   elements or systems are attached with at least three fixing points with one or more fasteners at each fixing point;
-   where more than one fastener is used at a fixing point (MF, see Figure 1), only fasteners of the same type, size and length are used;
-   the attached system is sufficiently stiff to transfer the load at any fixing point to adjacent fixing points without significantly impairing the performance characteristics of the system both at serviceability and ultimate limit states.
(...)
This Technical Report applies to non-structural applications in structures covered by EN 1992-1-1. In applications where special considerations apply, e.g. nuclear power plants or civil defence structures, modifications may be necessary.
This document does not cover the design of the fixture. The design of the fixture will be carried out to comply with the appropriate Standards.
1.2   Type of fasteners
Post-installed fasteners according to EN 1992-4.
1.3   Fastener dimensions and materials
EN 1992-4:2017, 1.3 applies with the following addition: In precast pre-stressed hollow core elements the minimum embedment depth may be reduced to a value to ensure proper functioning if placed in a flange (wall) of minimum thickness of 17 mm. In this case the minimum embedment depth and the admissible position of the fastener in the hollow core slab given in the relevant European Technical Product Specification will be observed (Figure 2).
(...)-
1.4   Fastener loading
Loading on the fastenings will only be quasi static. Fatigue, impact and seismic loads are not covered.
Any axial compression on the fixture will be transmitted to the concrete either without acting on the fastener or via fasteners suitable for resisting compression.
1.5   Concrete strength
EN 1992-4 applies.
1.6   Concrete member loading
EN 1992-4 applies. However, fatigue, impact and seismic loads are not covered.
1.7   Concrete member dimensions
The minimum thickness of members in which fasteners are installed is at least 80 mm unless otherwise specified in the European Technical Product Specification. For precast pre-stressed hollow core elements, the minimum wall thickness is 17 mm.

  • Technical report
    9 pages
    English language
    sale 10% off
    e-Library read for
    1 day

EN 1992-4:2018 covers anchor channels located in cracked or uncracked concrete subjected to tensile loads and/or shear loads transverse to the longitudinal channel axis as well as combinations of these loads. Shear loads acting in direction of the longitudinal axis of the channel and combinations of shear loads acting transverse and in direction of the longitudinal axis of the channel, combinations of tensile loads and shear loads acting in direction of the longitudinal axis of the channel and combinations of loads in all three directions are excluded.
This Technical Report provides design rules for anchor channels under static and quasi-static shear loads acting in direction of the longitudinal channel axis and all possible combinations of shear and tension loads acting on the channel as well as design rules for anchor channels with supplementary reinforcement to take up shear loads, additional and alternative to the provisions of EN 1992- 4:2018. All relevant failure modes are considered and will be verified. Fatigue, impact and seismic loads are not covered.
The design rules in this document are only valid for anchor channels with a European Technical Product Specification. The design provisions for shear loads acting in direction of the longitudinal axis of the channel cover the following anchor channels and applications:
-   Anchor channels with 2 or 3 anchors.
-   Anchor channels where the shear load in the longitudinal axis of the channel is transferred to the channel by corresponding locking channel bolts creating mechanical interlock by means of a notch in the channel lips or serrated channel bolts which interlock with serrated lips of the channel (Figure 1).
-   Anchor channels produced from steel with at least two metal anchors rigidly connected to the back of the channel (e.g. by welding, forging or screwing). The anchor channels are placed flush with the concrete surface. A fixture is connected to the anchor channel by channel bolts with nut and washer.
-   Anchor channels close to the edge placed either parallel or transverse to the edge of the concrete member. The design provisions for concrete edge failure do not cover channel orientations inclined to the concrete edge.
The design method for anchor channels loaded in shear in direction of the longitudinal axis of the channel follows closely the existing design model for headed fasteners. For reasons of simplicity modifications specific for anchor channels are used where necessary.
The design provisions for the supplementary reinforcement to take up shear loads in case of anchor channels situated parallel to the edge and loaded in shear transverse to the longitudinal axis apply to anchor channels with unlimited number of anchors.
Examples of anchor channels and channel bolts ensuring mechanical interlock are given in Figure 1.

  • Technical report
    28 pages
    English language
    sale 10% off
    e-Library read for
    1 day

This Technical Report gives provisions for design of ultimate limit states in addition to EN 1992 4 for headed and post-installed fasteners excluding concrete screws, which only transmit static actions to the concrete, when the loads on individual fasteners are determined according to plastic analysis of the joint where only equilibrium conditions but no compatibility conditions are considered. Fatigue, impact and seismic loads are not covered.

  • Technical report
    14 pages
    English language
    sale 10% off
    e-Library read for
    1 day

1.1   General
(1) This European Standard provides a design method for fastenings (connection of structural elements and non-structural elements to structural components), which are used to transmit actions to the concrete. This design method uses physical models which are based on a combination of tests and numerical analysis consistent with EN 1990:2002, 5.2.
The requirements for the transmission of the fastener loads within the concrete member to its supports are given in EN 1992-1-1 and Annex A of this EN.
Inserts embedded in precast concrete elements during production, under Factory Production Control (FPC) conditions and with the due reinforcement, intended for use only during transient situations for lifting and handling, are covered by CEN/TR 15728.
(2) This EN is intended for safety related applications in which the failure of fastenings may result in collapse or partial collapse of the structure, cause risk to human life or lead to significant economic loss. In this context it also covers non-structural elements.
(3) The support of the fixture can be either statically determinate or statically indeterminate. Each support can consist of one fastener or a group of fasteners.
(4) This EN is valid for applications which fall within the scope of the EN 1992 series. In applications where special considerations apply, e.g. nuclear power plants or civil defence structures, modifications can be necessary.
(5) This EN does not cover the design of the fixture. The requirements for the design of the fixture are given in the appropriate Standards and fulfil the requirements on the fixture as given in this EN.
(6) This document relies on characteristic resistances and distances which are stated in a European Technical Product Specification (see Annex E). At least the characteristics of Annex E are given in a European Technical Product Specification for the corresponding loading conditions providing a basis for the design methods of this EN.
NOTE   The numerical values for certain parameters given in Notes can be used for pre-dimensioning. The values for verification are given in the European Technical Product Specifications and may be different.
1.2   Type of fasteners and fastening groups
(1)   This EN uses the fastener design theory ) (see Figure 1.1) and applies to:
a)   cast-in fasteners such as headed fasteners, anchor channels with rigid connection (e.g. welded, forged) between anchor and channel;
b)   post-installed mechanical fasteners such as expansion fasteners, undercut fasteners and concrete screws;
c)   post-installed bonded fasteners and bonded expansion fasteners.
(2)   For other types of fasteners modifications of the design provisions can be necessary.
(3)   This EN applies to fasteners with established suitability for the specified application in concrete covered by provisions, which refer to this EN and provide data required by this EN. The suitability of the fastener is stated in the relevant European Technical Product Specification.
(...)
(4)   This EN applies to single fasteners and groups of fasteners. In a group of fasteners the loads are applied to the individual fasteners of the group by means of a common fixture. In a group of fasteners this European Standard applies only if fasteners of the same type and size are used.
(5)   The configurations of fastenings with cast-in place headed fasteners and post-installed fasteners covered by this EN are shown in Figure 1.2.
(6)   For anchor channels the number of anchors is not limited.
(...)
(7)   Post-installed ribbed reinforcing bars used to connect concrete members are covered by a European Technical Product Specification. This EN applies when connections are designed in accordance with EN 1992-1-1.
1.3   Fastener dimensions and materials
(1)   This EN applies to fasteners with a minimum diameter or a minimum thread size of 6 mm (M6) or a corresponding cross section. (....)

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

This Technical Report reviews current practice with regard to designing, constructing and maintaining the parts of bridges and tracks where railway rails are installed across discontinuities in supporting structures. Current Standards and Codes of Practice are examined and some particular case histories are reviewed. The Technical Report gives guidance with respect to current best practice and makes recommendations for future standards development and also identifies areas in which further research and development is needed.

  • Technical report
    105 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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

  • Amendment
    26 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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.

  • Amendment
    13 pages
    English language
    sale 10% off
    e-Library read for
    1 day

Assessment of loads imposed by snow to be used in the structural design of buildings and civil engineering works on sites at altitudes below 1500 m.

  • Amendment
    14 pages
    English language
    sale 10% off
    e-Library read for
    1 day

- Grades of stainless steel covered in EN 1993-1-4
- Section classification
- Shear buckling
- Cold worked grads (including undermatched welding)
- Grade selection and durability

  • Amendment
    16 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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.

  • Amendment
    6 pages
    English language
    sale 10% off
    e-Library read for
    1 day

Assessment of actions arising from accidental human activity including impact and collisions from wheeled vehicles, ships, derailed trains and helicopters on roofs and gas explosions in buildings - their analysis and determination of design values to be used in the structural design of buildings and civil engineering works. Procedures for risk analysis and technical measures to reduce consequences.

  • Amendment
    11 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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.

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

Part 1-1 gives generic detailed strength rules which are applicable to steel structures in general. Their use and any limits of applicability are explained in the text where necessary. It does not cover resistance to fire; particular aspects of special types of buildings and civil engineering works (e.g. bridges, masts, silos, piling or off-shore structures).

  • Amendment
    6 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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

  • Amendment
    4 pages
    English language
    sale 10% off
    e-Library read for
    1 day

(1)   EN 1999-1-1 gives basic design rules for structures made of wrought aluminium alloys and limited guidance for cast alloys (see section 3).
NOTE   Minimum material thickness may be defined in the National Annex. The following limits are recommended – if not otherwise explicitly stated in this standard:
-   components with material thickness not less than 0,6 mm;
-   welded components with material thickness not less than 1,5 mm;
-   connections with:
o   steel bolts and pins with diameter not less than 5 mm;
o   aluminium bolts and pins with diameter not less than 8 mm;
o   rivets and thread forming screws with diameter not less than 4,2 mm
(2)   The following subjects are dealt with in EN 1999-1-1:
Section 1:   General
Section 2:   Basis of design
Section 3:   Materials
Section 4:   Durability
Section 5:   Structural analysis
Section 6:   Ultimate limit states for members
Section 7:   Serviceability limit states
Section 8:   Design of joints
Annex A    Execution classes
Annex B   Equivalent T-stub in tension
Annex C    Materials selection
Annex D   Corrosion and surface protection
Annex E    Analytical models for stress strain relationship
Annex F    Behaviour of cross section beyond elastic limit
Annex G    Rotation capacity
Annex H    Plastic hinge method for continuous beams
Annex I    Lateral torsional buckling of beams and torsional or flexural-torsional buckling of compression members
Annex J    Properties of cross sections
Annex K    Shear lag effects in member design
Annex L    Classification of connections
Annex M   Adhesive bonded connections
(3)   Sections 1 to 2 provide additional clauses to those given in EN 1990 “Basis of structural design”.
(4)   Section 3 deals with material properties of products made of structural aluminium alloys.
(5)   Section 4 gives general rules for durability.
(6)   Section 5 refers to the structural analysis of structures, in which the members can be modelled with sufficient accuracy as line elements for global analysis.
(7)   Section 6 g

  • Amendment
    23 pages
    English language
    sale 10% off
    e-Library read for
    1 day

(1) EN 1997-1 is intended to be used as a general basis for the geotechnical aspects of the design of buildings and civil engineering works.
(2) The following subjects are dealt with in EN 1997-1:
Section 1: General
Section 2: Basis of geotechnical design
Section 3: Geotechnical data
Section 4: Supervision of construction, monitoring and maintenance
Section 5: Fill, dewatering, ground improvement and reinforcement
Section 6: Spread foundations
Section 7: Pile foundations
Section 8: Anchorages
Section 9: Retaining structures
Section 10: Hydraulic failure
Section 11: Overall stability
Section 12: Embankments
(3) EN 1997-1 is accompanied by Annexes A to J, which provide:
- in A: recommended partial safety factor values; different values of the partial factors may be set by the National annex;
- in B to J: supplementary informative guidance such as internationally applied calculation methods.

  • Amendment
    19 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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.

  • Corrigendum
    6 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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 structural materials.

  • Amendment
    5 pages
    English language
    sale 10% off
    e-Library read for
    1 day

TC - Modifications to the National Annex, 1.1, 4.2, 4.6 and A.2.4.

  • Corrigendum
    2 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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

  • Corrigendum
    3 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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

  • Corrigendum
    6 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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.

  • Corrigendum
    5 pages
    English language
    sale 10% off
    e-Library read for
    1 day

(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 which the horizontal seismic actions are mainly resisted through bending of the piers or at the abutments; i.e. of bridges composed of vertical or nearly vertical pier systems supporting the traffic deck superstructure. It is also applicable to the seismic design of cable-stayed and arched bridges, although its provisions should not be considered as fully covering these cases.
(4)   Suspension bridges, timber and masonry bridges, moveable bridges and floating bridges are not included in the scope of this Part.
(5)   This Part contains only those provisions that, in addition to other relevant Eurocodes or relevant Parts of EN 1998, should be observed for the design of bridges in seismic regions. In cases of low seismicity, simplified design criteria may be established (see 2.3.7(1)).
(6)   The following topics are dealt with in the text of this Part:
Basic requirements and Compliance Criteria,
Seismic Action,
Analysis,
Strength Verification,
Detailing.
This Part also includes a special section on seismic isolation with provisions covering the application of this method of seismic protection to bridges.
(7)   Annex G contains rules for the calculation of capacity design effects.
(8)   Annex J contains rules regarding the variation of design properties of seismic isolator units and how such variation may be taken into account in design.

  • Amendment
    4 pages
    English language
    sale 10% off
    e-Library read for
    1 day

(1) EN 1999-1-3 gives the basis for the design of aluminium alloy structures with respect to the limit state of fracture induced by fatigue.
(2) EN 1999-1-3 gives rules for:
-   Safe life design;
-   damage tolerant design;
-   design assisted by testing.
(3) EN 1999-1-3 is intended to be used in conjunction with EN 1090-3 "Technical requirements for the execution of aluminium structures" which contains the requirements necessary for the design assumptions to be met during execution of components and structures.
(4) EN 1999-1-3 does not cover pressurised containment vessels or pipe-work.

  • Amendment
    19 pages
    English language
    sale 10% off
    e-Library read for
    1 day

(1)P   EN 1999-1-4 gives design requirements for cold-formed trapezoidal aluminium sheeting. It applies to cold-formed aluminium products made from hot rolled or cold rolled sheet or strip that have been cold-formed by such processes as cold-rolled forming or press-breaking. The execution of aluminium structures made of cold-formed sheeting is covered in EN 1090-3.
NOTE   The rules in this part complement the rules in other parts of EN 1999-1.
(2)   Methods are also given for stressed-skin design using aluminium sheeting as a structural diaphragm.
(3)   This part does not apply to cold-formed alumi¬nium profiles like C-, Z- etc profiles nor cold-formed and welded circular or rectangular hollow sections.
(4)   EN 1999-1-4 gives methods for design by calculation and for design assisted by testing. The methods for the design by calculation apply only within stated ranges of material properties and geometrical properties for which sufficient experience and test evidence is available. These limitations do not apply to design by testing.
(5)   EN 1999-1-4 does not cover load arrangement for loads during execution and main-tenance.

  • Amendment
    4 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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.

  • Corrigendum
    23 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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

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

  • Corrigendum
    9 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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.

  • Corrigendum
    21 pages
    English language
    sale 10% off
    e-Library read for
    1 day

(1)  EN 1991-1-4 gives guidance on the determination of natural wind actions for the structural design of building and civil engineering works for each of the loaded areas under consideration. This includes the whole structure or parts of the structure or elements attached to the structure, e. g. components, cladding units and their fixings, safety and noise barriers.
(2)  This Part is applicable to:
   .  Buildings and civil engineering works with heights up to 200 m. See also (11).  
   .  Bridges  having  no  span  greater  than  200 m,  provided  that they satisfy the criteria for dynamic response, see (11) and 8.2.
(3)  This  part  is  intended  to  predict  characteristic  wind actions  on land-based structures, their components and appendages.
(4)  Certain aspects necessary to determine wind actions on a structure are dependent on the location and on the availability and quality of meteorological  data, the type of terrain, etc. These need to be provided in the National Annex and Annex A, through National choice by notes in the text as indicated. Default values and methods are given in the main text, where the National Annex does not provide information.
(5)  Annex A gives illustrations of the terrain categories and provides rules for the effects of orography including  displacement  height,  roughness  change,  influence  of  landscape  and  influence  of neighbouring structures.
(6)  Annex B and C give alternative procedures for calculating the structural factor cscd.
(7)  Annex D gives cscd factors for different types of structures.
(8)  Annex E gives rules for vortex induced response and some guidance on other aeroelastic effects.
(9)  Annex F gives dynamic characteristics of structures with linear behaviour
(10) This part does not give guidance on local thermal effects on the characteristic wind, e.g. strong arctic thermal surface inversion or funnelling or tornadoes.
11) This part does not give guidance on the following aspects:

  • Amendment
    7 pages
    English language
    sale 10% off
    e-Library read for
    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

  • Corrigendum
    5 pages
    English language
    sale 10% off
    e-Library read for
    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

  • Corrigendum
    6 pages
    English language
    sale 10% off
    e-Library read for
    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

  • Corrigendum
    2 pages
    English language
    sale 10% off
    e-Library read for
    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

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

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

  • Corrigendum
    5 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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

  • Corrigendum
    2 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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

  • Corrigendum
    3 pages
    English language
    sale 10% off
    e-Library read for
    1 day

TC - Modifications in 1.2, 4.2, 4.2.1, 4.2.2.2, 4.2.2.3, 4.2.2.4, 4.2.3.1, 4.2.3.3 and B.5.1.3 in the E mother reference version - Building and civil engineering.
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

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

  • Corrigendum
    3 pages
    English language
    sale 10% off
    e-Library read for
    1 day

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

2009-07-14 SJ: DOP of 12 months!
2013: Originator of XML version: first setup pilot of CCMC in 2012

  • Amendment
    25 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Amendment
    30 pages
    German language
    sale 10% off
    e-Library read for
    1 day

TC - Corrigendum that includes the modifications from EN 1993-1-8:2005/AC:2005; modifications in the E mother reference version concerning Clauses 1 to 7.
2013: Originator of XML version: first setup pilot of CCMC in 2012

  • Corrigendum
    20 pages
    English language
    sale 10% off
    e-Library read for
    1 day

TC - Modifications in the E mother reference version in the Foreword, in Clauses 1, 2, 3, 4, 5, 7, 9 and 11, and in Annex A.
2013: Originator of XML version: first setup pilot of CCMC in 2012

  • Corrigendum
    5 pages
    English language
    sale 10% off
    e-Library read for
    1 day

TC - Modifications to "National annex for EN 1993-2", Clauses 3, 5, 6, 7 and 8 and Annexes A, B, C, D and E in the English mother version.
2013: Originator of XML version: first setup pilot of CCMC in 2012

  • Corrigendum
    4 pages
    English language
    sale 10% off
    e-Library read for
    1 day

TC - Editorial modifications in the whole E mother standard.
2013: Originator of XML version: first setup pilot of CCMC in 2012

  • Corrigendum
    8 pages
    English language
    sale 10% off
    e-Library read for
    1 day

TC - Modifications in Subclauses 1.3, 2.7, 2.8, 3.2.3, 3.6.2, 5.8, 6.5.1, 6.6, 8.3, 8.4.3, 9.3.2 and 9.3.3 and in Clause 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