BS EN 1993-1-5:2006+A2:2019

This standard BS EN 1993-1-5:2006+A2:2019 Eurocode 3. Design of steel structures is classified in these ICS categories:

• 91.010.30 Technical aspects
• 91.080.10 Metal structures

(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-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:

(1.1)

where

a	is the panel width
t	is the plate thickness