EN 1993-1-5:2006
(Main)Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements
Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements
(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
Eurocode 3 - Bemessung und konstruktion von Stahlbauten - Teil 1-5: Plattenbeulen
(1) EN 1993 1 5 enthält Regelungen für den Entwurf und die Berechnung von aus ebenen Blechen zusammengesetzten und in ihrer Ebene belasteten Bauteilen mit oder ohne Steifen.
(2) Diese Regelungen gelten für Blechträger mit I Querschnitt und Kastenträger, bei denen ungleichmäßige Spannungsverteilungen infolge Schubverzerrungen sowie Beulen unter Längsspannungen, Schub¬span¬nungen und Querlasten auftreten. Sie gelten auch für ebene Bleche aller anderen Bauteile, z. B. von Tankbauwerken und Silos, soweit Lasten und Beanspruchungen in der Ebene der Bauteile wirken. Die Wirkungen von Lasten quer zur Bauteilebene werden in EN 1993 1 5 nicht behandelt.
ANMERKUNG 1 Die Regelungen in EN 1993 1 5 ergänzen die Regelungen für Querschnitte der Querschnittsklassen 1, 2, 3 und 4, siehe EN 1993 1 1.
ANMERKUNG 2 Regelungen zu schlanken Platten mit wechselnden Längsspannungen und/oder Schubspannungen, die zu Ermüdung durch wechselnde Biegung aus der Plattenebene (Blechatmen) führen können, sind in EN 1993 2 und EN 1993 6 angegeben.
ANMERKUNG 3 Regelungen zur Wirkung von Lasten quer zur Plattenebene und zur Kombination von Lastwirkungen in der Ebene und aus der Ebene sind EN 1993 2 und EN 1993 1 7 zu entnehmen.
ANMERKUNG 4 Einzelne Blechfelder dürfen als eben angesehen werden, wenn für den Krümmungsradius r gilt:
(1.1)
Dabei ist
a die Blechfeldbreite;
t die Blechdicke.
Eurocode 3 - Calcul des structures en acier - Partie 1-5: Plaques planes
(1) L'EN 1993-1-5 spécifie les exigences de calcul relatives aux plaques raidies et non raidies soumises à des charges dans le plan.
(2) Les effets du traînage de cisaillement, de l'application de charges dans le plan et du voilement des plaques pour les poutres en I à âme pleine et les poutres-caissons sont couverts. Les plaques planes soumises à des charges dans le plan telles que celles exercées dans les réservoirs et les silos, sont également couvertes. Les effets des charges hors du plan ne sont pas traités.
NOTE 1 Les règles définies dans la présente partie complètent les règles applicables aux sections de classe 1, 2, 3 et 4 , voir EN 1993-1-1.
NOTE 2 Pour les plaques élancées sur lesquelles s'exercent des contraintes normales et/ou de cisaillement répétées et qui sont soumises à la fatigue due à la flexion hors plan de leurs éléments constitutifs (respiration), voir EN 1993-2 et EN 1993-6.
NOTE 3 Pour les effets des charges exercées hors du plan et pour la combinaison des effets desdites charges et des charges exercées dans le plan, voir EN 1993-2 et EN 1993-1-7.
NOTE 4 Les plaques simples peuvent être considérées comme planes lorsque le rayon de courbure r satisfait :
(1.1)
où
a est la largeur du panneau ;
t est l'épaisseur de la plaque.
Evrokod 3: Projektiranje jeklenih konstrukcij - 1-5. del: Elementi pločevinaste konstrukcije
(1) Standard EN 1993-1-5 podaja zahteve za projektiranje utrjenih ali neutrjenih plošč, ki so podvržene silam v ravnini.
(2) Zajeti so učinki zaradi strižne podajnosti, nastanka obtežbe v ravnini in upogibanja plošče za I-nosilce in škatlaste nosilce. Zajeti so tudi prevlečeni sestavni deli konstrukcij, ki so podvrženi obtežbam v ravnini, kot so rezervoarji in silosi. Učinki obtežb zunaj ravnine niso zajeti v tem dokumentu.
OPOMBA 1: Pravila v tem delu dopolnjujejo pravila za prereze razreda 1, 2, 3 in 4, glej standard EN 1993-1-1.
OPOMBA 2: Za projektiranje vitkih plošč, ki so podvržene ponavljajočim se neposrednim napetostim in/ali strižnim napetostim in tudi utrujenosti zaradi upogibanja ploščatih elementov zunaj ravnine (dihanje), glej standarda EN 1993-2 in EN 1993-6.
OPOMBA 3: Za učinke obtežb zunaj ravnine in za kombinacijo učinkov v ravnini in učinkov obtežb zunaj ravnine glejte standarda EN 1993-2 in EN 1993-1-7.
OPOMBA 4: Posamezni ploščati elementi se lahko štejejo za ravne, ko polmer ukrivljenosti r izpolnjuje:
tar23 (1.1), pri čemer je a širina plošče, t je debelina plošče
General Information
Relations
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elementsNRQVWUXNFLMHEurocode 3 - Calcul des structures en acier - Partie 1-5: Plaques planesEurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-5: Plattenförmige BauteileTa slovenski standard je istoveten z:EN 1993-1-5:2006SIST EN 1993-1-5:2007en91.080.10Kovinske konstrukcijeMetal structures91.010.30Technical aspectsICS:SIST ENV 1993-1-5:20011DGRPHãþDSLOVENSKI
STANDARDSIST EN 1993-1-5:200701-marec-2007
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1993-1-5October 2006ICS 91.010.30; 91.080.10Supersedes ENV 1993-1-5:1997
English VersionEurocode 3 - Design of steel structures - Part 1-5: Platedstructural elementsEurocode 3 - Calcul des structures en acier - Partie 1-5:Plaques planesEurocode 3 - Bemessung und konstruktion von Stahlbauten- Teil 1-5: PlattenbeulenThis European Standard was approved by CEN on 13 January 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2006 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1993-1-5:2006: E
EN 1993-1-5: 2006 (E)
2 Content Page 1 Introduction 5 1.1 Scope 5 1.2 Normative references 5 1.3 Terms and definitions 5 1.4 Symbols 6 2 Basis of design and modelling 7 2.1 General 7 2.2 Effective width models for global analysis 7 2.3 Plate buckling effects on uniform members 7 2.4 Reduced stress method 8 2.5 Non uniform members 8 2.6 Members with corrugated webs 8 3 Shear lag in member design 9 3.1 General 9 3.2 Effectives width for elastic shear lag 9 3.3 Shear lag at the ultimate limit state 12 4 Plate buckling effects due to direct stresses at the ultimate limit state 13 4.1 General 13 4.2 Resistance to direct stresses 13 4.3 Effective cross section 13 4.4 Plate elements without longitudinal stiffeners 15 4.5 Stiffened plate elements with longitudinal stiffeners 18 4.6 Verification 21 5 Resistance to shear 21 5.1 Basis 21 5.2 Design resistance 22 5.3 Contribution from the web 22 5.4 Contribution from flanges 25 5.5 Verification 25 6 Resistance to transverse forces 25 6.1 Basis 25 6.2 Design resistance 26 6.3 Length of stiff bearing 26 6.4 Reduction factor cF for effective length for resistance 27 6.5 Effective loaded length 27 6.6 Verification 28 7 Interaction 28 7.1 Interaction between shear force, bending moment and axial force 28 7.2 Interaction between transverse force, bending moment and axial force 29 8 Flange induced buckling 29 9 Stiffeners and detailing 30 9.1 General 30 9.2 Direct stresses 30 9.3 Shear 34 9.4 Transverse loads 35 10 Reduced stress method 36 Annex A (informative) Calculation of critical stresses for stiffened plates 38
EN 1993-1-5: 2006 (E)
3 Annex B (informative) Non uniform members
43 Annex C (informative) Finite Element Methods of Analysis (FEM) 45 Annex D (informative) Plate girders with corrugated webs 50 Annex E (normative) Alternative methods for determining effective cross sections 53
EN 1993-1-5: 2006 (E)
4 Foreword
This European Standard EN 1993-1-5,, Eurocode 3: Design of steel structures Part 1.5: Plated structural elements, has been prepared by Technical Committee CEN/TC250 « Structural Eurocodes », the Secretariat of which is held by BSI. CEN/TC250 is responsible for all Structural Eurocodes.
This European Standard shall be given the status of a National Standard, either by publication of an identical text or by endorsement, at the latest by April 2007 and conflicting National Standards shall be withdrawn at latest by March 2010.
This Eurocode supersedes ENV 1993-1-5.
According to the CEN-CENELEC Internal Regulations, the National Standard Organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germa
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