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91.010 - Construction industry

ICS 91.010 Details

Construction industry

Bauwesen

Industrie de la construction

Gradbeništvo

General Information

Parent
91 - CONSTRUCTION MATERIALS AND BUILDING
Sub-Items
91.010.01 - Construction industry in general
91.010.10 - Legal aspects
91.010.20 - Contractual aspects
91.010.30 - Technical aspects
91.010.99 - Other aspects

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Standardization Organization
Technical Committee
Directive
Mandate
50
SIST
SIST EN 1999-1-5:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-5: Shell structures
EN 1999-1-5:2023

1.1   Scope of EN 1999 1 5
(1)   EN 1999 1 5 applies to the structural design of aluminium structures, stiffened and unstiffened, that have the form of a shell of revolution or of a round panel in monocoque structures.
(2)   EN 1999 1 5 covers additional provisions to those given in the relevant parts of EN 1999 for design of aluminium structures.
NOTE    Supplementary information for certain types of shells is given in EN 1993 1 6 and the relevant application parts which include:
-   Part 3-1 for towers and masts;
-   Part 3-2 for chimneys;
-   Part 4-1 for silos;
-   Part 4-2 for tanks;
-   Part 4-3 for pipelines.
(4)   The provisions in EN 1999 1 5 apply to axisymmetric shells (cylinders, cones, spheres) and associated circular or annular plates, beam section rings and stringer stiffeners, where they form part of the complete structure.
(5)   Single shell panels (cylindrical, conical or spherical) are not explicitly covered by EN 1999 1 5. However, the provisions can be applicable if the appropriate boundary conditions are duly taken into account.
(6)   Types of shell walls covered in EN 1999 1 5 can be (see Figure 1.1):
-   shell wall constructed from flat rolled sheet with adjacent plates connected with butt welds, termed ‘isotropic’;
-   shell wall with lap joints formed by connecting adjacent plates with overlapping sections, termed lap-jointed;
-   shell wall with stiffeners attached to the outside, termed ‘externally stiffened’ irrespective of the spacing of stiffeners;
-   shell wall with the corrugations running up the meridian, termed ‘axially corrugated’;
-   shell wall constructed from corrugated sheets with the corrugations running around the shell circumference, termed ‘circumferentially corrugated’.
(7)   The provisions of EN 1999 1 5 are intended to be applied within the temperature range defined in EN 1999 1 1. The maximum temperature is restricted so that the influence of creep can be neglected. For structures subject to elevated temperatures associated with fire see EN 1999 1 2.
(8)   EN 1999 1 5 does not cover the aspect of leakage.
1.2   Assumptions
(1)   The general assumptions of EN 1990 apply.
(2)   The provisions of EN 1999 1 1 apply.
(3)   The design procedures are valid only when the requirements for execution in EN 1090 3 or other equivalent requirements are complied with.
(4)   For the design of new structures, prEN 1999 (all parts) is intended to be used, for direct application, together with EN 1990, EN 1991, EN 1992, EN 1993, EN 1994, EN 1995, EN 1997 and EN 1998.
(5)   EN 1999 (all parts) is intended to be used in conjunction with:
-   European Standards for construction products relevant for aluminium structures
-   EN 1090 1: Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components
-   EN 1090 3: Execution of steel structures and aluminium structures – Part 3: Technical requirements for aluminium structures

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SIST EN 1999-1-2:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-2: Structural fire design
EN 1999-1-2:2023

1.1   Scope of EN 1999-1-2
(1)   EN 1999-1-2 deals with the design of aluminium structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1999-1-1, EN 1999-1-2, EN 1999-1-3, EN 1999-1-4 and EN 1999-1-5. This document only identifies differences from, or supplements to, normal temperature design.
(2)   EN 1999-1-2 applies to aluminium structures required to fulfil a load bearing function.
(3)   EN 1999-1-2 gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned function and the levels of performance.
(4)   EN 1999-1-2 applies to structures, or parts of structures, that are within the scope of EN 1999 1 1 and are designed accordingly.
(5)   The methods given in EN 1999-1-2 are applicable to the following aluminium alloys:
EN AW-3004 - H34   EN AW-5083 - O and H12   EN AW-6063 - T5 and T6
EN AW-5005  -  O and H34   EN AW-5454 - O and H34   EN AW-6082 - T4 and T6
EN AW-5052  - H34      EN AW-6061 - T6   
(6)   The methods given in EN 1999-1-2 are applicable also to other aluminium alloy/tempers of EN 1999 1-1, if reliable material properties at elevated temperatures are available or the simplified assumptions in 5.2.1 are applied.
1.2   Assumptions
(1)   In addition to the general assumptions of EN 1990, 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 active and passive fire protection systems taken into account in the design will be adequately maintained.
(2)   For the design of new structures, EN 1999 is intended to be used, for direct application, together with EN 1990, EN 1991, EN 1992, EN 1993, EN 1994, EN 1995, EN 1997, EN 1998 and EN 1999.
(3)   EN 1999 is intended to be used in conjunction with:
-   European Standards for construction products relevant for aluminium structures
-   EN 1090-1, Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components
-   EN 1090-3, Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures

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SIST
SIST EN 1999-1-1:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-1: General rules
EN 1999-1-1:2023

EN 1999 applies to the design of buildings and civil engineering and structural works made of 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.
EN 1999 is intended to be used in conjunction with:
—   EN 1990 Basis of structural design
—   EN 1991 Actions on structures
—   European Standards for construction products relevant for aluminium structures
—   EN 1090-1: Execution of steel structures and aluminium structures – Part 1: Requirements for conformity assessment of structural components
—   EN 1090-3: Execution of steel structures and aluminium structures – Part 3: Technical requirements for aluminium structures.
EN 1999-1-1 gives basic design rules for structures made of wrought aluminium alloys and limited guidance for cast alloys.
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:
—   steel bolts and pins with diameter not less than 5 mm;
—   aluminium bolts and pins with diameter not less than 8 mm;
—   rivets and thread forming screws with diameter not less than 3,9 mm

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SIST
SIST EN 1990:2023(Main)
Eurocode - Basis of structural and geotechnical design
EN 1990:2023

(1) This document establishes principles and requirements for the safety, serviceability, robustness and durability of structures, including geotechnical structures, appropriate to the consequences of failure.
(2) This document is intended to be used in conjunction with the other Eurocodes for the design of buildings and civil engineering works, including temporary structures.
(3) This document describes the basis for structural and geotechnical design and verification according to the limit state principle.
(4) Design and verification in this document are based primarily on the partial factor method.
NOTE 1   Alternative methods are given in the other Eurocodes for specific applications.
NOTE 2   The Annexes to this document also provide general guidance concerning the use of alternative methods.
(5) This document is applicable for:
—   structural appraisal of existing construction;
—   developing the design of repairs, improvements and alterations;
—   assessing changes of use.
(6) This document is applicable for the design of structures where materials or actions outside the scope of EN 1991 to EN 1999 are involved.
NOTE   In this case additional or amended provisions can be necessary.

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SIST EN 1999-1-3:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-3: Structures susceptible to fatigue
EN 1999-1-3:2023

1.1 Scope of EN 1999-1-3
(1) This document gives the basis for the design of aluminium alloy structures subject to fatigue in the ultimate limit state.
(2) This document gives rules for:
- safe life design;
- damage tolerant design;
- design assisted by testing.
(3) This document does not cover pressurized containment vessels or pipework.
1.2 Assumptions
(1) The general assumptions of EN 1990 apply.
(2) The provisions of EN 1999-1-1 apply.
(3) EN 1999-1-3 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), relevant parts in EN 1992 to EN 1999, EN 1090-1 and EN 1090-3 for requirements for execution, and ENs, EADs and ETAs for construction products relevant to aluminium structures.

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SIST EN 1999-1-4:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-4: Cold-formed structural sheeting
EN 1999-1-4:2023

1.1   Scope of EN 1999-1-4
(1)P   This document 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.
NOTE 1   The rules in this part complement the rules in other parts of EN 1999-1.
NOTE 2    The execution of aluminium structures made of cold-formed structures for roof, ceiling, floor and wall applications is covered in EN 1090-5.
(2)   This document gives methods for stressed-skin design using aluminium sheeting as a structural diaphragm.
(3)   This document does not apply to cold-formed aluminium profiles like C- and Z- profiles nor cold-formed and welded circular or rectangular hollow sections.
(4)   This document 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)   This document does not cover load arrangement for loads during execution and maintenance.
1.2   Assumptions
(1) For the design of new structures, prEN 1999 (all parts) is intended to be used, for direct application, together with EN 1990, EN 1991, EN 1992, EN 1993, EN 1994, EN 1995, EN 1997 and EN 1998.
EN 1999 (all parts) is intended to be used in conjunction with:
-   European Standards for construction products relevant for aluminium structures
-   EN 1090-1: Execution of steel structures and aluminium structures – Part 1: Requirements for conformity assessment of structural components
-   EN 1090-5: Technical requirements for cold-formed structural aluminium elements and cold-formed structures for roof, ceiling, floor and wall applications

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SIST EN 17549-2:2023(Main)
Building information modelling - Information structure based on EN ISO 16739 1 to exchange data templates and data sheets for construction objects - Part 2: Configurable construction objects and requirements
EN 17549-2:2023

The digital transformation of the construction industry includes also the digital transformation of the supply chaine of construction products. With EN ISO 16739-1 exists an open language to design, transfer and maintain construction models. The construction models (e.g. of a building) contain a digital twin of real-life products. The data of these products should be transported in a digital format on the way from the factory to the building owner.
This product data should be expressed also in an easy and open way. The creators of product data files should be able to do this manually or automatically, as they like it. The users of product data should be able to use it to:
•   Express their requirements related to products
•   Describe configurable products
•   Import product data easily in the BIM models at any stage of the project (design, construction, operation)
•   Export product data easily from the BIM models at any stage of the project (design, construction, operation)
These scenarios fit in the business models of manufacturers, planners, construction companies and facility managers.
The working group 4 of CEN-TC442 has published proposals for creating new work items in the sector of CEN regarding the storage and the transport of product data in the sector of building information modelling (BIM):
EN ISO 16739-1:2018: Industry Foundation Classes (IFC) for data sharing in the construction and facility management industries- Part 1: Data schema
EN ISO 12006-3: Building construction – Organization of information about construction works – Part 3: Framework for object-oriented information
prEN ISO 23386: Building information modelling and other digital processes used in Construction – Methodology to describe, author and maintain properties in interconnected dictionaries
prEN ISO 23387: Data templates for construction works entities, Part 1:  Objects, collections, and relationships defining the general structure of data templates
This standard defines a format to negotiate product data templates, express requirements and describe configurable products and therefore fills the missing link between the product data sources (e.g. catalogs) from the manufacturers and the BIM models of the designers, builders, and owners.

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CEN
EN 1999-1-5:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-5: Shell structures
SIST EN 1999-1-5:2023

1.1   Scope of EN 1999-1-5
(1)   EN 1999-1-5 applies to the structural design of aluminium structures, stiffened and unstiffened, that have the form of a shell of revolution or of a round panel in monocoque structures.
(2)   EN 1999-1-5 covers additional provisions to those given in the relevant parts of EN 1999 for design of aluminium structures.
NOTE   Supplementary information for certain types of shells is given in EN 1993-1-6 and the relevant application parts of EN 1993 which include:
-   Part 3-1 for towers and masts;
-   Part 3-2 for chimneys;
-   Part 4-1 for silos;
-   Part 4-2 for tanks;
-   Part 4-3 for pipelines.
(4)   The provisions in EN 1999-1-5 apply to axisymmetric shells (cylinders, cones, spheres) and associated circular or annular plates, beam section rings and stringer stiffeners, where they form part of the complete structure.
(5)   Single shell panels (cylindrical, conical or spherical) are not explicitly covered by EN 1999-1-5. However, the provisions can be applicable if the appropriate boundary conditions are duly taken into account.
(6)   Types of shell walls covered in EN 1999-1-5 can be (see Figure 1.1):
-   shell wall constructed from flat rolled sheet with adjacent plates connected with butt welds, termed “isotropic”;
-   shell wall with lap joints formed by connecting adjacent plates with overlapping sections, termed “lap-jointed”;
-   shell wall with stiffeners attached to the outside, termed “externally stiffened” irrespective of the spacing of stiffeners;
-   shell wall with the corrugations running up the meridian, termed “axially corrugated”;
-   shell wall constructed from corrugated sheets with the corrugations running around the shell circumference, termed “circumferentially corrugated”.
[Figure 1.1 - Illustration of cylindrical shell form]
(7)   The provisions of EN 1999-1-5 are intended to be applied within the temperature range defined in EN 1999-1-1. The maximum temperature is restricted so that the influence of creep can be neglected. For structures subject to elevated temperatures associated with fire, see EN 1999-1-2.
(8)   EN 1999-1-5 does not cover the aspect of leakage.
1.2   Assumptions
(1)   The general assumptions of EN 1990 apply.
(2)   The provisions of EN 1999-1-1 apply.
(3)   The design procedures are valid only when the requirements for execution in EN 1090-3 or other equivalent requirements are complied with.
(4)   For the design of new structures, EN 1999 is intended to be used, for direct application, together with EN 1990, EN 1991, EN 1992, EN 1993, EN 1994, EN 1995, EN 1997 and EN 1998.
(5)   EN 1999 is intended to be used in conjunction with:
-   European Standards for construction products relevant for aluminium structures;
-   EN 1090-1, Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components;
-   EN 1090-3, Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures.

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CEN
EN 1990:2023(Main)
Eurocode - Basis of structural and geotechnical design
SIST EN 1990:2023

Scope of FprEN 1990
(1) This document establishes principles and requirements for the safety, serviceability, robustness and durability of structures, including geotechnical structures, appropriate to the consequences of failure.
(2) This document is intended to be used in conjunction with the other Eurocodes for the design of buildings and civil engineering works, including temporary structures.
(3) This document describes the basis for structural and geotechnical design and verification according to the limit state principle.
(4) The verification methods in this document are based primarily on the partial factor method.
NOTE 1   Alternative methods are given in the other Eurocodes for specific applications.
NOTE 2   The Annexes to this document also provide general guidance concerning the use of alternative methods.
(5) This document is also applicable for:
-   structural assessment of existing structures;
-   developing the design of repairs, improvements and alterations;
-   assessing changes of use.
NOTE   Additional or amended provisions can be necessary.
(6) This document is applicable for the design of structures where materials or actions outside the scope of EN 1991 (all parts) to EN 1999 (all parts) are involved.
NOTE   In this case, additional or amended provisions can be necessary.
1.2   Assumptions
(1) It is assumed that reasonable skill and care appropriate to the circumstances is exercised in the design, based on the knowledge and good practice generally available at the time the structure is designed.
(2) It is assumed that the design of the structure is made by appropriately qualified and experienced personnel.
(3) The design rules provided in the Eurocodes assume that:
-   execution will be carried out by personnel having appropriate skill and experience;
-   adequate control and supervision will be provided during design and execution of the works, whether in factories, plants, or on site;
-   construction materials and products will be used in accordance with the Eurocodes, in the relevant product and execution standards, and project specifications;
-   the structure will be adequately maintained;
-   the structure will be used in accordance with the design assumptions.
NOTE   Guidance on management measures to satisfy the assumptions for design and execution is given in
Annex B.

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CEN
EN 1999-1-2:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-2: Structural fire design
SIST EN 1999-1-2:2023

1.1   Scope of EN 1999-1-2
(1)   EN 1999-1-2 deals with the design of aluminium structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1999-1-1, EN 1999-1-2, EN 1999-1-3, EN 1999-1-4 and EN 1999-1-5. This document only identifies differences from, or supplements to, normal temperature design.
(2)   EN 1999-1-2 applies to aluminium structures required to fulfil a load bearing function.
(3)   EN 1999-1-2 gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned function and the levels of performance.
(4)   EN 1999-1-2 applies to structures, or parts of structures, that are within the scope of EN 1999 1 1 and are designed accordingly.
(5)   The methods given in EN 1999-1-2 are applicable to the following aluminium alloys:
EN AW-3004 - H34   EN AW-5083 - O and H12   EN AW-6063 - T5 and T6
EN AW-5005  -  O and H34   EN AW-5454 - O and H34   EN AW-6082 - T4 and T6
EN AW-5052  - H34      EN AW-6061 - T6   
(6)   The methods given in EN 1999-1-2 are applicable also to other aluminium alloy/tempers of EN 1999 1-1, if reliable material properties at elevated temperatures are available or the simplified assumptions in 5.2.1 are applied.
1.2   Assumptions
(1)   In addition to the general assumptions of EN 1990, 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 active and passive fire protection systems taken into account in the design will be adequately maintained.
(2)   For the design of new structures, EN 1999 is intended to be used, for direct application, together with EN 1990, EN 1991, EN 1992, EN 1993, EN 1994, EN 1995, EN 1997, EN 1998 and EN 1999.
(3)   EN 1999 is intended to be used in conjunction with:
-   European Standards for construction products relevant for aluminium structures
-   EN 1090-1, Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components
-   EN 1090-3, Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures

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CEN
EN 1999-1-3:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-3: Structures susceptible to fatigue
SIST EN 1999-1-3:2023

1.1 Scope of EN 1999-1-3
(1) This document gives the basis for the design of aluminium alloy structures subject to fatigue in the ultimate limit state.
(2) This document gives rules for:
- safe life design;
- damage tolerant design;
- design assisted by testing.
(3) This document does not cover pressurized containment vessels or pipework.
1.2 Assumptions
(1) The general assumptions of EN 1990 apply.
(2) The provisions of EN 1999-1-1 apply.
(3) EN 1999-1-3 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), relevant parts in EN 1992 to EN 1999, EN 1090-1 and EN 1090-3 for requirements for execution, and ENs, EADs and ETAs for construction products relevant to aluminium structures.

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CEN
EN 1999-1-4:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-4: Cold-formed structural sheeting
SIST EN 1999-1-4:2023

1.1   Scope of EN 1999-1-4
(1)   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.
NOTE 1   The rules in this part complement the rules in other parts of EN 1999-1.
NOTE 2   The execution of aluminium structures made of cold-formed structures for roof, ceiling, floor and wall applications is covered in EN 1090-5.
(2)   EN 1999-1-4 gives methods for stressed-skin design using aluminium sheeting as a structural diaphragm.
(3)   EN 1999-1-4 does not apply to cold-formed aluminium profiles like C- and Z- 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 maintenance.
1.2   Assumptions
(1) For the design of new structures, EN 1999 is intended to be used, for direct application, together with EN 1990, EN 1991, EN 1992, EN 1993, EN 1994, EN 1995, EN 1997 and EN 1998.
EN 1999 is intended to be used in conjunction with:
-   European Standards for construction products relevant for aluminium structures;
-   EN 1090-1, Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components;
-   EN 1090-5, Execution of steel structures and aluminium structures - Part 5: Technical requirements for cold-formed structural aluminium elements and cold-formed structures for roof, ceiling, floor and wall applications.

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CEN
EN 1999-1-1:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-1: General rules
SIST EN 1999-1-1:2023

1.1 Scope of FprEN 1999-1-1
(1) FprEN 1999-1-1 gives basic design rules for structures made of wrought aluminium alloys and limited guidance for cast alloys (see Clause 5 and Annex C).
This document does not cover the following, unless otherwise explicitly stated in this document:
- components with material thickness less than 0,6 mm;
- welded components with material thickness less than 1,5 mm;
- connections with:
- steel bolts and pins with diameter less than 5 mm;
- aluminium bolts and pins with diameter less than 8 mm;
- rivets and thread forming screws with diameter less than 3,9 mm.
1.2 Assumptions
(1) In addition to the general assumptions of EN 1990 the following assumptions apply:
- execution complies with EN 1090-3 and EN 1090-5;
- the mechanical properties comply with the product standards listed in 5.2.2.
(2) EN 1999 is intended to be used in conjunction with:
- European Standards for construction products relevant for aluminium structures;
- EN 1090-1, Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components;
- EN 1090-3, Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures;
- EN 1090-5, Execution of steel structures and aluminium structures - Part 5: Technical requirements for cold-formed structural aluminium elements and cold-formed structures for roof, ceiling, floor and wall applications.

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SIST
SIST EN ISO 29481-3:2023(Main)
Building information models - Information delivery manual - Part 3: Data schema (ISO 29481-3:2022)
EN ISO 29481-3:2022

This part of ISO 29481 Information Delivery Manual (IDM) specifies:
• a data schema for exchanging the data required in specific data exchange scenarios during the building lifecycle in the
extensible markup language (XML) schema format.
• a classification system for IDM specifications.
This part of ISO 29481 is intended to facilitate interoperability and reusability of IDM specifications. It promotes digital collaboration
between actors in the construction process and provides a basis for accurate, reliable, repeatable and high-quality information
exchange.

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SIST
SIST EN ISO 19650-4:2023(Main)
Organization and digitization of information about buildings and civil engineering works, including building information modelling (BIM) - Information management using building information modelling - Part 4: Information exchange (ISO 19650-4:2022)
EN ISO 19650-4:2022

ISO 19650 part 4 provides detailed process and criteria for the decision points in the process of executing an information exchange within information management as defined by ISO 19650. It promotes a sustainable approach to information exchange where the immediate delivery of information does not preclude its future use.    
It is applicable to any information exchange within project stages (ISO 19650 part 2) and within in-use events (ISO 19650 part 3).  All development and information exchanges should be executed under the appropriate security controls (ISO 19650 part 5).
It supports the satisfaction of a specific EIR/AIR related to an individual information exchange of any type of information by enumerating criteria relating to completeness, compliance to formal exchange schemas, the continuity of concepts between exchanges and the elimination of spatial and specification conflicts

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SIST
SIST EN 17632-1:2023(Main)
Building Information Modelling (BIM) - Semantic Modelling and Linking (SML) - Part 1: Generic modelling patterns
EN 17632-1:2022

This document discusses an integrated and unified approach for data aspects, specifically for assets in the built environment, using EIF terminology.
The following data architecture (Figure 1) applies within each category.
Figure 1 - Data architecture with typology (grey areas indicating the scope of this document)
...
This document specifies:
-   a generic Top Level "M1: Data model" as common form;
-   a conceptual "L1: Data language" as common meta-model with four ‘linked data’-based concrete language bindings (SKOS, RDFS, OWL and SHACL), including:
-   a choice of RDF-based formats (to be used for all modelling and language levels);
-   a set of data modelling patterns (for identification, naming, handling of enumeration types, quantity modelling, asset decomposition, grouping, etc.).
-   a linking approach for interlinking data sets, interlinking data models and linking data sets and data models which are relevant within the built environment from many perspectives such as:
-   Building information modelling (BIM);
-   Geo-spatial information systems (GIS);
-   Systems engineering (SE)  );
-   Monitoring & control (M&C);
-   Electronic document management (EDM).
This document does not specify a knowledge model since this is already available in ISO 12006-3.
This document does not specify a meta-‘data language’ since this is already provided by the concrete RDF language bindings (being RDFS).
The scope of this document in general excludes the following:
-   Business process modelling;
-   Software implementation aspects;
-   Data packaging and transportation/transaction aspects (handled by ISO TC59/SC13 Information container for document delivery (ICDD) respectively various information delivery manual (IDM) / information exchange requirements (EIR)-related initiatives);
-   Domain-specific (here: built environment-specific) content modelling in the form of concepts, attributes and relations at end-user level (the actual ontologies themselves) beyond a generic upper ontology and modelling patterns.

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ISO
ISO 12911:2023(Main)
Organization and digitization of information about buildings and civil engineering works, including building information modelling (BIM) — Framework for specification of BIM implementation

This document establishes a framework for providing specifications for the internal commissioning and implementation of building information modelling (BIM) during both delivery and operational phases. It identifies a structured approach so as to encourage clarity during development, management and checking processes for use by organizations that develop and apply these specifications. This document does not provide specific content but it does provide examples. It is applicable to buildings, infrastructure, facilities and managed landscapes, of any size or complexity.

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SIST
SIST-TS CEN/TS 19101:2023(Main)
Design of fibre-polymer composite structures
CEN/TS 19101:2022

1.1   Scope of FprCEN/TS 19101
(1) This document applies to the design of buildings, bridges and other civil engineering structures in fibre-polymer composite materials, including permanent and temporary structures. It complies with the principles and requirements for the safety, serviceability and durability of structures, the basis of their design and verification that are given in EN 1990.
NOTE   In this document, fibre-polymer composite materials are referred to as composite materials or as composites.
(2) This document is only concerned with the requirements for resistance, serviceability, durability and fire resistance of composite structures.
NOTE 1   Specific requirements concerning seismic design are not considered.
NOTE 2   Other requirements, e.g. concerning thermal or acoustic insulation, are not considered.
(3) This document gives a general basis for the design of composite structures composed of (i) composite members, or (ii) combinations of composite members and members of other materials (hybrid-composite structures), and (iii) the joints between these members.
(4) This document applies to composite structures in which the values of material temperature in members, joints and components in service conditions are (i) higher than -40 °C and (ii) lower than   - 20 °C, where   is the glass transition temperature of composite, core and adhesive materials, defined according to 5.1(1).
(5) This document applies to:
(i) composite members, i.e. profiles and sandwich panels, and
(ii) bolted, bonded and hybrid joints and their connections.
NOTE 1   Profiles and sandwich panels can be applied in structural systems such as beams, columns, frames, trusses, slabs, plates and shells.
NOTE 2   Sandwich panels include homogenous core and web-core panels. In web-core panels, the cells between webs can be filled (e.g. with foam) or remain empty (e.g. panels from pultruded profiles).
NOTE 3   This document does not apply to sandwich panels made of metallic face sheets.
NOTE 4   Built-up members can result from the assembly of two or more profiles, through bolting and/or adhesive bonding.
NOTE 5   The main manufacturing processes of composite members include pultrusion, filament winding, hand layup, resin transfer moulding (RTM), resin infusion moulding (RIM), vacuum-assisted resin transfer moulding (VARTM).
NOTE 6   This document does not apply to composite cables or special types of civil engineering works (e.g. pressure vessels, tanks or chemical storage containers).
(6) This document applies to:
(i) the composite components of composite members, i.e. composite plies, composite laminates, sandwich cores and plates or profiles, and
(ii) the components of joints or their connections, i.e. connection plates or profiles (e.g. cleats), bolts, and adhesive layers.
NOTE 1   Composite components are composed of composite materials (i.e. fibres and matrix resins) and core materials. Components of joints and their connections are also composed of composite, steel or adhesive materials.
NOTE 2   The fibre architecture of composite components can comprise a single type of fibres or a hybrid of two or more types of fibres.
NOTE 3   This document does not apply to composite components used for internal reinforcement of concrete structures (composite rebars) or strengthening of existing structures (composite rebars, strips or sheets).
(7) This document applies to composite materials, comprising:
(i) glass, carbon, basalt or aramid fibres, and
(ii) a matrix based on unsaturated polyester, vinylester, epoxy or phenolic thermoset resins.

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SIST
SIST-TS CEN/TS 1993-1-101:2023(Main)
Eurocode 3: Design of steel structures - Part 1-101: Alternative interaction method for members in bending and compression
CEN/TS 1993-1-101:2022

(1) This document provides an alternative method for the stability verification of steel members under compression axial force and bending moment, with reference to EN 1993 1 1.
NOTE   For the applicability of this document, see Clause 4.
(2) The method given in this document applies to uniform steel members with double symmetric cross-section under axial compression force and bi-axial bending.

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SIST
SIST EN 1993-1-1:2023(Main)
Eurocode 3 - Design of steel structures - Part 1-1: General rules and rules for buildings
EN 1993-1-1:2022

1.1   Scope of EN 1993 1 1
(1) EN 1993 1 1 gives basic design rules for steel structures.
(2) It also gives supplementary provisions for the structural design of steel buildings. These supplementary provisions are indicated by the letter "B" after the paragraph number, thus (  )B.
1.2   Assumptions
(1) The assumptions of EN 1990 apply to EN 1993 1 1.
(2) EN 1993 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), the parts of EN 1992 to EN 1999 where steel structures or steel components are referred to within those documents, EN 1090 2, EN 1090 4 and ENs, EADs and ETAs for construction products relevant to steel structures.

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SIST
SIST EN 17672:2023(Main)
Sustainability of construction works - Environmental product declarations - Horizontal rules for business-to-consumer communication
EN 17672:2022

This document provides horizontal rules for business-to-consumer communication including benchmarking systems that aim to inform consumers about the environmental performance of construction products, assembled systems and construction elements.
This document is aimed at organizations providing business-to-consumer communication and benchmarking systems and provides guidance on how to develop business-to-consumer communication and common rules for benchmarking methodologies using EPD according to EN 15804 and following the EN 15942 communication format.
Business-to-consumer communication and benchmarking methodology described in this document is based on a functional unit and cradle-to-grave assessments.

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ISO
ISO 6707-3:2022(Main)
Buildings and civil engineering works — Vocabulary — Part 3: Sustainability terms

This document establishes preferred terms and definitions for concepts applicable to sustainability and sustainable development related to buildings and civil engineering works.

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CEN
CEN/TS 1993-1-101:2022(Main)
Eurocode 3: Design of steel structures - Part 1-101: Alternative interaction method for members in bending and compression
SIST-TS CEN/TS 1993-1-101:2023

(1) This document provides an alternative method for the stability verification of steel members under compression axial force and bending moment, with reference to EN 1993 1 1.
NOTE   For the applicability of this document, see Clause 4.
(2) The method given in this document applies to uniform steel members with double symmetric cross-section under axial compression force and bi-axial bending.

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CEN
EN 1993-1-1:2022(Main)
Eurocode 3 - Design of steel structures - Part 1-1: General rules and rules for buildings
SIST EN 1993-1-1:2023

1.1   Scope of FprEN 1993 1 1
(1) FprEN 1993 1 1 gives basic design rules for steel structures.
(2) It also gives supplementary provisions for the structural design of steel buildings. These supplementary provisions are indicated by the letter "B" after the paragraph number, thus (  )B.
1.2   Assumptions
(1) The assumptions of EN 1990 apply to FprEN 1993 1 1.
(2) EN 1993 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), the parts of EN 1992 to EN 1999 where steel structures or steel components are referred to within those documents, EN 1090 2, EN 1090 4 and ENs, EADs and ETAs for construction products relevant to steel structures.

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CEN
CEN/TS 19101:2022(Main)
Design of fibre-polymer composite structures
SIST-TS CEN/TS 19101:2023

1.1   Scope of FprCEN/TS 19101
(1) This document applies to the design of buildings, bridges and other civil engineering structures in fibre-polymer composite materials, including permanent and temporary structures. It complies with the principles and requirements for the safety, serviceability and durability of structures, the basis of their design and verification that are given in EN 1990.
NOTE   In this document, fibre-polymer composite materials are referred to as composite materials or as composites.
(2) This document is only concerned with the requirements for resistance, serviceability, durability and fire resistance of composite structures.
NOTE 1   Specific requirements concerning seismic design are not considered.
NOTE 2   Other requirements, e.g. concerning thermal or acoustic insulation, are not considered.
(3) This document gives a general basis for the design of composite structures composed of (i) composite members, or (ii) combinations of composite members and members of other materials (hybrid-composite structures), and (iii) the joints between these members.
(4) This document applies to composite structures in which the values of material temperature in members, joints and components in service conditions are (i) higher than -40 °C and (ii) lower than   - 20 °C, where   is the glass transition temperature of composite, core and adhesive materials, defined according to 5.1(1).
(5) This document applies to:
(i) composite members, i.e. profiles and sandwich panels, and
(ii) bolted, bonded and hybrid joints and their connections.
NOTE 1   Profiles and sandwich panels can be applied in structural systems such as beams, columns, frames, trusses, slabs, plates and shells.
NOTE 2   Sandwich panels include homogenous core and web-core panels. In web-core panels, the cells between webs can be filled (e.g. with foam) or remain empty (e.g. panels from pultruded profiles).
NOTE 3   This document does not apply to sandwich panels made of metallic face sheets.
NOTE 4   Built-up members can result from the assembly of two or more profiles, through bolting and/or adhesive bonding.
NOTE 5   The main manufacturing processes of composite members include pultrusion, filament winding, hand layup, resin transfer moulding (RTM), resin infusion moulding (RIM), vacuum-assisted resin transfer moulding (VARTM).
NOTE 6   This document does not apply to composite cables or special types of civil engineering works (e.g. pressure vessels, tanks or chemical storage containers).
(6) This document applies to:
(i) the composite components of composite members, i.e. composite plies, composite laminates, sandwich cores and plates or profiles, and
(ii) the components of joints or their connections, i.e. connection plates or profiles (e.g. cleats), bolts, and adhesive layers.
NOTE 1   Composite components are composed of composite materials (i.e. fibres and matrix resins) and core materials. Components of joints and their connections are also composed of composite, steel or adhesive materials.
NOTE 2   The fibre architecture of composite components can comprise a single type of fibres or a hybrid of two or more types of fibres.
NOTE 3   This document does not apply to composite components used for internal reinforcement of concrete structures (composite rebars) or strengthening of existing structures (composite rebars, strips or sheets).
(7) This document applies to composite materials, comprising:
(i) glass, carbon, basalt or aramid fibres, and
(ii) a matrix based on unsaturated polyester, vinylester, epoxy or phenolic thermoset resins.

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CEN
EN 17672:2022(Main)
Sustainability of construction works - Environmental product declarations - Horizontal rules for business-to-consumer communication
SIST EN 17672:2023

This document provides horizontal rules for business-to-consumer communication including benchmarking systems that aim to inform consumers about the life cycle environmental performance of construction products, assembled systems and construction elements. The communication is based on the results of the life cycle of the product, system or element, as incorporated to the construction asset, see EN 15804:2012+A2:2019. B2C communication includes information on benefits and loads beyond the system boundary.
This document is aimed at organizations providing business-to-consumer communication and benchmarking systems and provides guidance on how to develop business-to-consumer communication and common rules for benchmarking methodologies using EPD, see EN 15804, and see EN 15942 for the communication format.
Business-to-consumer communication and benchmarking methodology described in this document is based on a functional unit and cradle-to-grave assessments. B2C communication with no benchmarking is also described in this document.

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CEN
EN 15804:2012+A2:2019(Main)
Sustainability of construction works - Environmental product declarations - Core rules for the product category of construction products
SIST EN 15804:2012+A2:2019

This European standard provides core product category rules (PCR) for Type III environmental declarations for any construction product and construction service.
NOTE   The assessment of social and economic performances at product level is not covered by this standard.
The core PCR:
-   defines the parameters to be declared and the way in which they are collated and reported,
-   describes which stages of a product’s life cycle are considered in the EPD and which processes are to be included in the life cycle stages,
-   defines rules for the development of scenarios,
-   includes the rules for calculating the Life Cycle Inventory and the Life Cycle Impact Assessment underlying the EPD, including the specification of the data quality to be applied,
-   includes the rules for reporting predetermined, environmental and health information, that is not covered by LCA for a product, construction process and construction service where necessary,
-   defines the conditions under which construction products can be compared based on the information provided by EPD.
For the EPD of construction services the same rules and requirements apply as for the EPD of construction products.

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CEN
EN ISO 29481-3:2022(Main)
Building information models - Information delivery manual - Part 3: Data schema (ISO 29481-3:2022)
SIST EN ISO 29481-3:2023

This document is the technical addition to the methodology set out in ISO 29481-1. It defines a specification to store, exchange and read information delivery manual (IDM) specifications in a standardized and machine-readable way.

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CEN
EN 16908:2017+A1:2022(Main)
Cement and building lime - Environmental product declarations - Product category rules complementary to EN 15804
SIST EN 16908:2017+A1:2022

The general scope of the core product category rules (PCR) is given in EN 15804:2012+A2:2019, Clause 1.
This PCR is primarily intended for the creation of cradle-to-gate EPDs of cement and building lime.
In other respects, the scope is as in EN 15804:2012+A2:2019.

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SIST
SIST EN ISO 12006-3:2022(Main)
Building construction - Organization of information about construction works - Part 3: Framework for object-oriented information (ISO 12006-3:2022)
EN ISO 12006-3:2022

This document specifies a language-independent information model which can be used for the
development of dictionaries used to store or provide information about construction works. The model
is extended by instantiating content, such as further objects and their relationships, allowing the
content to serve as an ontology, taxonomy, meronomy, lexicon and thesaurus.
NOTE 1 Lexicons are resources for comprising lexical entries for a given language
NOTE 2 Meronomies are type of hierarchies which deals with part-whole relationships
NOTE 3 Ontologies are formal, explicit specification of a shared conceptualizationIt enables classification
systems, information models, object models, data templates and process models to be cross-referenced from
within a common framework.
This document provides the description of an API allowing the interconnection of data dictionaries as
described in ISO 23386.

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CEN
EN ISO 19650-4:2022(Main)
Organization and digitization of information about buildings and civil engineering works, including building information modelling (BIM) - Information management using building information modelling - Part 4: Information exchange (ISO 19650-4:2022)
SIST EN ISO 19650-4:2023

This document specifies the detailed process and criteria for decision makings when executing an information exchange as specified by the ISO 19650 series to ensure the quality of the resulting project information model or asset information model. It details the implementation of the concepts in ISO 19650-1 and is applicable to any information exchange within the delivery stages covered by ISO 19650-2 and operational trigger events covered by ISO 19650-3.
This document is applicable to assets of all sizes and all levels of complexity. This includes portfolios of buildings, campuses, infrastructure networks, individual buildings and pieces of infrastructure. The requirements in this document should be applied in a way that is appropriate to the scale and complexity of the asset. This document makes use of the phrase “shall consider”. This phrase is used to introduce a list of items that the person in question is required to think about carefully in connection with the primary requirement described in the subclause. The amount of thought involved, the time taken to complete it, and the need for supporting evidence depend on the complexity of the asset, the experience of the person(s) involved, and the requirements of any national policy on introducing building information modelling. On a relatively small or straightforward asset, it can be possible to complete, or dismiss as not relevant, some of these “shall consider” items very quickly. One way to help identify which of the “shall consider” statements are relevant can be to review each statement and create templates for assets of different sizes and complexity.

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ISO
ISO 29481-3:2022(Main)
Building information models — Information delivery manual — Part 3: Data schema

This document is the technical addition to the methodology set out in ISO 29481-1. It defines a specification to store, exchange and read information delivery manual (IDM) specifications in a standardized and machine-readable way.

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CEN
EN 17687:2022(Main)
Public procurement - Integrity and accountability - Requirements and guidance
SIST EN 17687:2022

This document specifies requirements and guidance for buyer organizations, with regards to integrity and accountability in public procurement processes from the identification of needs throughout the delivering of goods, services or work contracts.
This document is applicable to use by:
a) buyer organizations;
b) contributors;
c) decision makers and their staff.
This document can have an impact on:
- individuals;
- suppliers and individuals acting in support of or on behalf of suppliers, including subcontractors; the official bodies of the member states and of the European organizations which intervene, directly or indirectly, in the public procurement process;
- organizations representing suppliers at the member state or European levels.
NOTE Further guidance for the interpretation and application of the scope and requirements of this document is provided in Annex A.

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ISO
ISO 19650-4:2022(Main)
Organization and digitization of information about buildings and civil engineering works, including building information modelling (BIM) — Information management using building information modelling — Part 4: Information exchange

This document specifies the detailed process and criteria for decision makings when executing an information exchange as specified by the ISO 19650 series to ensure the quality of the resulting project information model or asset information model. It details the implementation of the concepts in ISO 19650-1 and is applicable to any information exchange within the delivery stages covered by ISO 19650-2 and operational trigger events covered by ISO 19650-3. This document is applicable to assets of all sizes and all levels of complexity. This includes portfolios of buildings, campuses, infrastructure networks, individual buildings and pieces of infrastructure. The requirements in this document should be applied in a way that is appropriate to the scale and complexity of the asset. This document makes use of the phrase “shall consider”. This phrase is used to introduce a list of items that the person in question is required to think about carefully in connection with the primary requirement described in the subclause. The amount of thought involved, the time taken to complete it, and the need for supporting evidence depend on the complexity of the asset, the experience of the person(s) involved, and the requirements of any national policy on introducing building information modelling. On a relatively small or straightforward asset, it can be possible to complete, or dismiss as not relevant, some of these “shall consider” items very quickly. One way to help identify which of the “shall consider” statements are relevant can be to review each statement and create templates for assets of different sizes and complexity.

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CEN
EN ISO 12006-3:2022(Main)
Building construction - Organization of information about construction works - Part 3: Framework for object-oriented information (ISO 12006-3:2022)
SIST EN ISO 12006-3:2022

This document specifies a language-independent information model which can be used for the development of dictionaries used to store or provide information about construction works. The model is extended by instantiating content, such as further objects and their relationships, allowing the content to serve as an ontology, taxonomy, meronomy, lexicon and thesaurus.
NOTE 1    Lexicons are resources for comprising lexical entries for a given language
NOTE 2    Meronomies are type of hierarchies which deals with part-whole relationships
NOTE 3    Ontologies are formal, explicit specification of a shared conceptualizationIt enables classification systems, information models, object models, data templates and process models to be cross-referenced from within a common framework.
This document provides the description of an API allowing the interconnection of data dictionaries as described in ISO 23386.

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ISO
ISO 12006-3:2022(Main)
Building construction — Organization of information about construction works — Part 3: Framework for object-oriented information

This document specifies a language-independent information model which can be used for the development of dictionaries used to store or provide information about construction works. The model is extended by instantiating content, such as further objects and their relationships, allowing the content to serve as an ontology, taxonomy, meronomy, lexicon and thesaurus. NOTE 1 Lexicons are resources for comprising lexical entries for a given language NOTE 2 Meronomies are type of hierarchies which deals with part-whole relationships NOTE 3 Ontologies are formal, explicit specification of a shared conceptualizationIt enables classification systems, information models, object models, data templates and process models to be cross-referenced from within a common framework. This document provides the description of an API allowing the interconnection of data dictionaries as described in ISO 23386.

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SIST
SIST EN 16908:2017+A1:2022(Main)
Cement and building lime - Environmental product declarations - Product category rules complementary to EN 15804
EN 16908:2017+A1:2022

The general scope of the core product category rules (PCR) is given in EN 15804:2012+A2:2019, Clause 1.
This PCR is primarily intended for the creation of cradle-to-gate EPDs of cement and building lime.
In other respects, the scope is as in EN 15804:2012+A2:2019.

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CEN
EN 15942:2021(Main)
Sustainability of construction works - Environmental product declarations - Communication format business-to-business
SIST EN 15942:2022

This document is applicable to all construction products and services related to buildings and construction works. It specifies and describes the communication format for the information defined in EN 15804 for business-to-business communication to ensure a common understanding through consistent communication of information.
NOTE This document does not deal with business-to-consumer communication and is not intended for that purpose. Business-to-consumer communication format is planned to be the subject of a future document.

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SIST
SIST EN 1996-1-1:2022(Main)
Eurocode 6 - Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures
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.

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SIST
SIST EN 1998-1:2005/A101:2009/AC:2022
Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings - National annex - Corrigendum
  • Corrigendum
    2 pages
    Slovenian language
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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.

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ISO
ISO 22058:2022(Main)
Construction procurement — Guidance on strategy and tactics

This document provides guidance on: a) options for engaging the market in satisfying a client’s need for new or refurbished construction works; b) the development of procurement strategies for one or more projects involving the acquisition of goods, services or any combination thereof, irrespective of complexity, size, duration or life cycle stage; c) the formulation of procurement tactics which enable identified procurement strategies to be effectively implemented. This document is applicable to the private sector, public sector or community organizations. Note A client can be a project owner or an entity within a supply chain which contracts for goods and services.

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SIST
SIST-TP CEN/TR 17741:2022(Main)
Guidance for understanding and utilize EN/ISO 29481-1 Building information models - Information delivery manual - Part 1: Methodology and format
CEN/TR 17741:2021

This document provides a guidance on how to develop an Information Delivery Manual (IDM) in compliance with EN ISO 29481-1 hereafter referred to as the "IDM standard". This document explains the core components and development process of the IDM methodology in non-technical terms. This guidance aims to help users and software vendors understand and utilise the IDM standard in defining information requirements and deliverables.
The technical implementation of IDM in a data model, Model View Definition 1) (MVD), is excluded from this guideline’s scope. IDM standard introduces the MVD concept but does not specify it in detail.
This guidance also utilises some transaction framework concepts introduced in EN ISO 29481-2. The technical XML- and XSD-schema definitions supporting the software solutions are excluded from this guidance.
1) An MVD defines a data model or a subset of an existing data model that is necessary to support one or many specific data exchange requirements. MVDs are used in software development and should have a machine-readable representation. An MVD that is dedicated to a single IDM can be used to filter information in software tools to a specific exchange requirement. [SOURCE: EN ISO 29481-1:2017, 5.6.4].
1.1   Background
This guideline primary reference is the IDM standard part 1 (EN ISO 29481-1:2017) (hereafter referred to as IDM standard). This guideline helps in understanding and using the IDM standard to describe information delivery. The guidance also uses some concepts described in part 2 of the IDM standard series (EN ISO 29481-2:2016). Considerable efforts have been made to align this guidance with the terminology and concepts introduced in EN ISO 19650-1 and EN ISO 19650-2.
Information Delivery Manual specification (hereafter referred to as the IDM specification) provides help in getting the full benefit from building information modelling (BIM). When the required information is available in the BIM to support a construction process or use case, and the quality of information is satisfactory, the process itself is much improved. The IDM standard provides a method to create the specification.
A complete IDM specification should support two perspectives: user requirements and technical solutions. User requirements describe the needed information delivery and the overall process in which information exchange occurs. The technical solution defines an exchange requirement model using a harmonised data schema.
EN ISO 29481-1 provides a methodology and a harmonised format to specify information requirements. It offers a framework and method to determine the needed information delivery with process maps and exchange requirements.
EN ISO 29481-2 specifies an interaction framework and format to describe "coordination acts" between actors or parties within an appointment. It facilitates interoperability between software applications used in the construction process to promote digital collaboration between actors in the building construction process. Also, it provides a basis for accurate, reliable, repeatable, and high-quality information exchange.
1.2   Users of this guidance document
This guidance document is intended for clients, architects, engineers, contractors, surveyors, authorities, and other parties who need to specify or implement information delivery. Originally, the IDM standard was focused on defining BIM deliverables, but the possible application of the standard is much broader. It can be used to specify any requirement for information delivery.
Although software developers and technology adapters are not the primary audiences of this guidance document, it may help them better understand existing IDMs and develop their own IDMs.
1.3   Relation to EN ISO 19650
The IDM standard is a process-oriented methodology used to describe the information exchange requirements for a particular purpose which may complement the information-management approach outlined in the EN ISO 19650 series...

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SIST
SIST EN 15942:2022(Main)
Sustainability of construction works - Environmental product declarations - Communication format business-to-business
EN 15942:2021

This document is applicable to all construction products and services related to buildings and construction works. It specifies and describes the communication format for the information defined in EN 15804 for business-to-business communication to ensure a common understanding through consistent communication of information.
NOTE   This document does not deal with business to consumer communication and is not intended for that purpose. Business to consumer communication format is planned to be the subject of a future document.

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

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.

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CEN
EN 1993-1-4:2006/A2:2020(Amendment)
Eurocode 3 - Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels
SIST EN 1993-1-4:2007/A2:2021

DOP of 12 months

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CEN
CEN/TR 17741:2021(Main)
Guidance for understanding and utilize EN/ISO 29481-1 Building information models - Information delivery manual - Part 1: Methodology and format
SIST-TP CEN/TR 17741:2022

This document provides guidance on how to develop an information delivery manual (IDM) in compliance with EN ISO 29481-1 hereafter referred to as the “IDM standard”. This document explains the core components and development process of the IDM methodology in non-technical terms. This document aims to help users and software vendors understand and utilize the IDM standard in defining information requirements and deliverables.
The technical implementation of IDM in a data model, model view definition  (MVD), is excluded from this document’s scope. IDM standard introduces the MVD concept but does not specify it in detail.
This document also utilizes some transaction framework concepts introduced in EN ISO 29481-2. The technical XML- and XSD-schema definitions supporting the software solutions are excluded from this document.

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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.

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SIST
SIST-TP CEN/TR 17654:2021(Main)
Guideline for the implementation of BIM Execution Plans (BEP) and Exchange Information Requirements (EIR) on European level based on EN ISO 19650-1 and -2
CEN/TR 17654:2021

BIM Execution Plans (BEP) and Exchange Information requirements (EIR) are central complementary documents for the definition of information requirements and how to process them in collaborative BIM environments.
Where EIR defines the Exchange information requirements of an appointing party and BEP – the BIM execution Plan – is the plan how to fulfill these requirements by the appointed parties.
This work item will
•   examine and explain the demands for Exchange Information Requirements (EIR) and BIM execution Plans (BEP) based on EN/ISO 19650-1 and -2.
•   Provide guidance for the implementation of EIR and BEP
•   Provide templates for the creation of EIR and BEP

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    55 pages
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SIST
SIST EN 15804:2012+A2:2019/AC:2021(Corrigendum)
Sustainability of construction works - Environmental product declarations - Core rules for the product category of construction products
EN 15804:2012+A2:2019/AC:2021

2021-07-14 - TC origine - Update of unit for "Eutrophication aquatic freshwater" in Tables 3 and C.1

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