FS ÍST EN 1990-1:2023+A1:2026

Staða:

Gildistaka -

Íslenskt heiti:

Íslenskur forstaðall - Eurocode - Grunnur að burðarvirkis- og jarðtæknihönnun - Hluti 1: Ný mannvirki

Enskt heiti:

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

Tækninefnd:

CEN/TC 250

ICS flokkur:

91.010

Auglýst:

22.4.2026

Umfang (scope):

Þetta er Íslenskur forstaðall

Íslenskir forstaðlar eru gefnir út til að gefa atvinnulífinu tækifæri til að kynna sér efni komandi staðla. Forstaðlar koma ekki í stað fyrstu kynslóðar Þolhönnunarstaðla.

Gildandi útgáfu af staðlinum má finna í Staðlabúðinni, vinsamlegast hafið samband ef illa gengur að finna staðla.

Á Íslandi verða allir annarrar kynslóðar Þolhönnunarstaðlar gefnir út á sama tíma ásamt þjóðarviðaukum við þá.

Allir fyrstu kynslóðar Þolhönnunarstaðlar verða áfram í gildi þar til önnur kynslóð tekur gildi.

Lesa meira um Íslensku forstaðlana hér.

(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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(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 th
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