Standard Swedish standard · SS-EN 1993-1-5:2006/AC:2009

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

Status: Valid

Scope
(1) EN 1993-1-5 gives design requirements of stiffened and unstiffened plates which are subject to in-plane 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-planeloading effects see EN 1993-2 and EN 1993-1-7.

Subjects

Technical aspects (91.010.30) Eurocode 3, Design of steel structures (91.070.03) Eurocodes, bridge (91.070.60) Eurocodes, others (91.070.80) Steel structures (91.080.13)


Product information

Language: Swedish

Written by: SIS

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

Article no: STD-8013598

Edition: 1

Approved: 4/14/2009

No of pages: 8

Also available in: SS-EN 1993-1-5:2006/AC:2009

Correction: SS-EN 1993-1-5:2006 , SS-EN 1993-1-5:2006