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EVS-EN 1993-1-5:2006+A1+NA+A2:2020

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

General information

Valid from 03.02.2020
Directives or regulations
None

Standard history

Status
Date
Type
Name
03.02.2020
Main + national annex
03.02.2020
Amendment
05.07.2017
Amendment
05.07.2017
National annex
05.07.2017
Main + national annex
07.05.2009
Corrigendum
08.12.2006
Main
(1) EN 1993-1-5 gives design requirements of stiffened and unstiffened plates which are subject to inplane
forces.
(2) Effects due to shear lag, in-plane load introduction and plate buckling for I-section girders and box
girders are covered. Also covered are plated structural components subject to in-plane loads as in tanks and
silos. 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.
NOTE 4: Single plate elements may be considered as flat where the curvature radius r satisfies:
t
a
r
2
³ (1.1)
where a is the panel width
t is the plate thickness

Required fields are indicated with *

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