ÍST EN 1993-1-5:2006

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

Eurocode 3: Design of steel structures - Part 1-5: General rules - Supplementary rules for planar plated structures without transverse loading

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

EN 1993-1-5 gives design requirements of stiffened and unstiffened plates which are subject to inplane forces. 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.

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

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