FS ÍST EN 1993-1-5:2024

Staða:

Gildistaka -

Íslenskt heiti:

Íslenskur forstaðall - Eurocode 3 – Hönnun stálvirkja - Hluti 1-5: Plötuvirki

Enskt heiti:

Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements

Tækninefnd:

CEN/TC 250

ICS flokkur:

91.010, 91.080

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.

1.1 Scope of EN 1993-1-5 (1) This document provides rules for structural design of stiffened and unstiffened nominally flat plates which are subject to in-plane forces. (2) Non-uniform stress distributions due to shear lag, in-plane load introduction and plate buckling are covered. The effects of out-of-plane loading are outside the scope of this document. NOTE 1 The rules in this part complement the rules for class 1, 2, 3 and 4 sections, see EN 1993-1-1. NOTE 2 For the design of slender plates which are subject to repeated direct stress and/or shear and also fatigue due to out-of-plane bending of plate elements ("breathing"), see EN 1993-2 and EN 1993-6. NOTE 3 For the effects of out-of-plane loading and for the combination of in-plane effects and out-of-plane loading effects, see EN 1993-2 and EN 1993-1-7. (3) Single plate elements are considered as nominally flat where the curvature radius r in the direction perpendicular to the compression satisfies, as illustrated in Figure 1.1: r b^2/t (1.1) where b is the panel width; t is the plate thickness. Figure 1.1 - Definition of plate curvature 1.2 Assumptions (1) Unless specifically stated, EN 1990, the EN 1991 series and EN 1993-1-1 apply. (2) The design methods given in EN 1993-1-5 are applicable if - the execution quality is as specified in EN 1090-2 and - the construction materials and products used are as specified in the relevant parts of the EN 1993 series or in the relevant material product specifications.

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* Mynd sem fylgir EN  1993-1-5:2024/prA1

EN 1993-1-5:2024/prA1

1.1 Scope of EN 1993-1-5 (1) This document provides rules for structural design of stiffened and unstiffened nominally flat plates which are subject to in-plane forces. (2) Non-uniform stress distributions due to shear lag, in-plane load introduction and plate buckling are covered. The effects of out-of-plane loading are outside the scope of this document. NOTE 1 The rules in this part complement the rules for class 1, 2, 3 and 4 sections, see EN 1993-1-1. NOTE 2 For the design of slender plates which are subject to repeated direct stress and/or shear and also fatigue due to out-of-plane bending of plate elements ("breathing"), see EN 1993-2 and EN 1993-6. NOTE 3 For the effects of out-of-plane loading and for the combination of in-plane effects and out-of-plane loading effects, see EN 1993-2 and EN 1993-1-7. (3) Single plate elements are considered as nominally flat where the curvature radius r in the direction perpendicular to the compression satisfies, as illustrated in Figure
Verð: 7.165 kr.
* Mynd sem fylgir ÍST EN 1993-1-5:2006

ÍST EN 1993-1-5:2006

Eurocode 3 – Hönnun stálvirkja - Hluti 1-5: Plötuvirki
Verð: 15.914 kr.
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