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prSRPS EN 1993-1-5:2019

Phase: 10.99 - Нови пројекат се прихвата
Start: 2019-06-07
End: 2019-08-07

Related international standards
This standard is identical to: prEN 1993-1-5 rev CEN/TC 250

Serbian title

Evrokod 3 — Projektovanje čeličnih konstrukcija — Deo 1-5: Puni limeni elementi

English title

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

Serbian scope

No information added.

English 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

Technical committees


ICS

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Directive