BS EN 1993-1-5:2006+A1:2017
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
Eurocode 3. Design of steel structures Plated structural elements
Hardcopy , PDF
04-09-2019
English
02-07-2018
Important note : Users cannot be edited or removed once added to your Multi user PDF.| Committee |
B/525/31
|
| DocumentType |
Amendment
|
| Pages |
58
|
| PublisherName |
British Standards Institution
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| Status |
Withdrawn
|
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:
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