EN 1990:2023/FprA1

Staða:

Umsagnarfrestur til - 25.11.2025

Íslenskt heiti:

Eurocode - Grunnur að burðarvirkis- og jarðtæknihönnun

Enskt heiti:

Eurocode - Basis of structural and geotechnical design - Part 1: New structures

Tækninefnd:

CEN/TC 250

ICS flokkur:

91.010

Auglýst:

10.10.2025

Umfang (scope):

(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 also applicable for existing structures NOTE Additional provisions are given in prEN 1990-2. (3) This document is intended to be used in conjunction with the other Eurocodes for buildings and civil engineering works, including temporary structures. (4) This document describes the basis for structural and geotechnical verification according to the limit state principle. (5) 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. (6) This document is also applicable for 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.
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* Mynd sem fylgir FS ÍST EN 1990-1:2023+A1:2026

FS ÍST EN 1990-1:2023+A1:2026

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. N
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