EN 1993-1-5:2006

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

Publication date:   Feb 28, 2007

General information

60.60 Standard published   Oct 25, 2006

CEN

CEN/TC 250 Structural Eurocodes

European Norm

91.010.30   Technical aspects | 91.080.13   Steel structures

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Scope

(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

Related legislation

Legislation related to this standard

89/106/EEC

Construction products

305/2011

Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec

Life cycle

PREVIOUSLY

Replaces
ENV 1993-1-5:1997

NOW

PUBLISHED
EN 1993-1-5:2006
60.60 Standard published
Oct 25, 2006

CORRIGENDA / AMENDMENTS

Amended by
EN 1993-1-5:2006/A1:2017

Amended by
EN 1993-1-5:2006/A2:2019

Corrected by
EN 1993-1-5:2006/AC:2009

REVISED BY

IN_DEVELOPMENT
prEN 1993-1-5