Verkkokauppa
SFS-EN 1995-3:2025:en
Eurocode 5. Design of timber structures. Part 3: Execution
Soveltamisala
Suomenkielistä soveltamisalaa ei ole saatavissa.
1.1 Scope of EN 1995-3
(1) This document gives minimum requirements for execution of timber structures (buildings and bridges) designed in accordance with EN 1995 (all parts) to ensure that what is built meets the requirements for mechanical resistance, serviceability, durability, and fire performance.
(2) This document gives guidance on moisture control during transport to the building site, storage on site, handling on site and erection.
(3) This document gives guidance on workmanship and deviation limits during execution.
(4) This document assumes that there is an execution specification which states all the specific requirements relevant for the execution of a particular structure.
(5) For products covered by a European technical product specification, this document only covers those aspects of fabrication such as cutting, machining and drilling after placement of the product on the market.
(6) This document does not cover:
a) parts which are not designed according to EN 1995;
b) temporary works (such as formwork, scaffolding, propping, shoring, etc.);
c) specification, production and conformity of timber members in accordance with European technical product specifications;
d) deviation limits for other properties than mechanical resistance, serviceability, durability and fire performance;
e) contractual aspects, responsibilities of the various parties, competency requirements or the degree of independence of the personnel undertaking the inspection;
f) health and safety requirements during execution.
1.2 Assumptions
(1) It is assumed that all relevant provisions of EN 1995 are complied with.
(2) It is recognized in this document that areas such as detailed requirements for competence of personnel, and details related to Quality Management are within the competence of the CEN Member States.
(3) Before the execution begins on a part of the structure, it is assumed that the following are available on site:
— the drawings and specification of that part;
— the execution specification.
(4) Before the start of the execution, it is assumed that the execution specification has been checked for completeness.
(5) It is assumed that previous work (such as foundations) has been inspected and that any work which needs to be done due to deviations from the execution specification has been carried out.
Tämän julkaisun valmistelusta Suomessa vastaa Rakennustuoteteollisuus RTT ry, puh. 09 12 991 (vaihde).
1.1 Scope of EN 1995-3
(1) This document gives minimum requirements for execution of timber structures (buildings and bridges) designed in accordance with EN 1995 (all parts) to ensure that what is built meets the requirements for mechanical resistance, serviceability, durability, and fire performance.
(2) This document gives guidance on moisture control during transport to the building site, storage on site, handling on site and erection.
(3) This document gives guidance on workmanship and deviation limits during execution.
(4) This document assumes that there is an execution specification which states all the specific requirements relevant for the execution of a particular structure.
(5) For products covered by a European technical product specification, this document only covers those aspects of fabrication such as cutting, machining and drilling after placement of the product on the market.
(6) This document does not cover:
a) parts which are not designed according to EN 1995;
b) temporary works (such as formwork, scaffolding, propping, shoring, etc.);
c) specification, production and conformity of timber members in accordance with European technical product specifications;
d) deviation limits for other properties than mechanical resistance, serviceability, durability and fire performance;
e) contractual aspects, responsibilities of the various parties, competency requirements or the degree of independence of the personnel undertaking the inspection;
f) health and safety requirements during execution.
1.2 Assumptions
(1) It is assumed that all relevant provisions of EN 1995 are complied with.
(2) It is recognized in this document that areas such as detailed requirements for competence of personnel, and details related to Quality Management are within the competence of the CEN Member States.
(3) Before the execution begins on a part of the structure, it is assumed that the following are available on site:
— the drawings and specification of that part;
— the execution specification.
(4) Before the start of the execution, it is assumed that the execution specification has been checked for completeness.
(5) It is assumed that previous work (such as foundations) has been inspected and that any work which needs to be done due to deviations from the execution specification has been carried out.
Tämän julkaisun valmistelusta Suomessa vastaa Rakennustuoteteollisuus RTT ry, puh. 09 12 991 (vaihde).
Tuoteryhmä(t)
Sidokset
Velvoittavat viittaukset
EN 1090-2:2018+A1:2024 Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures
EN 1090-3:2019 Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures
EN 14545:2008 Timber structures - Connectors - Requirements
EN 1090-3:2019 Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures
EN 14545:2008 Timber structures - Connectors - Requirements
Näytä julkaisuun liittyvät velvoittavat viittaukset
Tekninen komitea
Vahvistuspäivä
24.10.2025
Julkaisupäivä
28.10.2025
Painos
1
Sivumäärä
60
Julkaisun kieli
englanti
Lisätiedot
Tämä on nk. toisen sukupolven eurokoodi, jota ei ole vielä otettu käyttöön Suomessa. Katso tätä standardia vastaava ensimmäisen sukupolven standardi. Lisätietoja eurokoodeista www.eurocodes.fi.