EN 1993-6:2007

Eurocode 3 - Design of steel structures - Part 6: Crane supporting structures

Complementary to Part 1. Varied general rules and additional detailed rules for the structural design of steel supporting structures including runway beams for overhead travelling cranes and underslung cranes and monorail runway beams for hoist blocks for locations inside and outside buildings.

Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 6: Kranbahnen

(1)   Dieser Teil 6 von EN 1993 stellt Regeln für den Entwurf und die Bemessung von Kranbahnträgern und anderen Kranbahnen bereit.
(2)   Die Regelungen in Teil 6 ergänzen, modifizieren oder ersetzen die entsprechenden Regelungen in EN 1993-1.
(3)   Dieser Teil 6 von EN 1993 behandelt Kranbahnen innerhalb und außerhalb von Gebäuden. Dazu gehören Kranbahnen, die durch
a)   Brückenlaufkrane, die:
   den Kranbahnträger von oben belasten,
   an den Kranbahnträger angehängt sind oder
b)   Unterflansch-Laufkatzen beansprucht werden.
(4)   Zusätzlich werden Regeln für Kranbahnausstattungen wie Kranschienen, Prellböcke, Halteklammern, Horizontalträger und Befestigungen festgelegt. Kranschienen, die nicht auf Stahlkonstruktionen montiert sind, und Kranschienen, die für andere Zwecke verwendet werden, werden nicht behandelt.
(5)   Krane und alle anderen beweglichen Teile sind ausgeschlossen. Regelungen für Krane sind in prCEN/TS 13001-3-3 gegeben.
(6)   Bemessung infolge Erdbeben, siehe EN 1998.
(7)   Für die Tragwerksbemessung für den Brandfall, siehe EN 1993-1-2.

Eurocode 3 - Calcul des structures en acier - Partie 6: Chemins de roulement

(1) La présente partie 6 de l'EN 1993 fournit des règles pour le calcul des chemins de roulement et autres structures supportant des appareils de levage.
(2) Les dispositions données dans la partie 6 complètent, modifient ou remplacent les dispositions équivalentes données dans l'EN 1993-1.
(3) La présente norme couvre les chemins de roulement des ponts roulants situés à l'intérieur de bâtiments, ainsi que les chemins de roulement des ponts roulants situés à l'extérieur, y compris les chemins de roulement pour :
a)   les ponts roulants :
-   posés sur la partie supérieure des poutres de roulement ;
-   suspendus sous les poutres de roulement ;
b)   les palans avec chariots de monorails.
(4) Des règles supplémentaires sont prévues pour les accessoires comprenant les rails de pont roulant, les butoirs, les consoles supports, les dispositifs d'appuis horizontaux ainsi que les poutres horizontales. Toutefois, les rails de ponts roulants qui ne sont pas montés sur des structures en acier, ainsi que les rails destinés à d'autres usages, ne sont pas couverts.
(5) Les ponts roulants ainsi que toutes les autres parties mobiles sont exclus. Des dispositions concernant les ponts roulants sont données dans l'EN 13001.
(6) Pour le calcul sismique, voir l'EN 1998.
(7) Pour la résistance au feu, voir l'EN 1993-1-2.

Evrokod 3: Projektiranje jeklenih konstrukcij - 6 del: Žerjavne proge

General Information

• Status: Published
• Publication Date: 17-Apr-2007
• Withdrawal Date: 30-Mar-2010
• ICS: 53.020.20 - Cranes
• ICS: 91.010.30 - Technical aspects
• ICS: 91.080.10 - Metal structures
• ICS: 91.080.13 - Steel structures
• Technical Committee: CEN/TC 250 - Structural Eurocodes
• Drafting Committee: CEN/TC 250/SC 3 - Eurocode 3: Design of steel structures
• Current Stage: 6060 - Definitive text made available (DAV) - Publishing
• Start Date: 18-Apr-2007
• Completion Date: 18-Apr-2007
• Directive: 305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
• Directive: 89/106/EEC - Construction products
• Mandate: M/265 - Mandate to CEN for the conversion of the Eurocodes from ENV into EN concerning the structural and geotechnical design of buildings and civil engineering works
• Mandate: M/BC/CEN/89/11 - Framework mandate to CEN on Eurocode work : execution of a standardization programme on Eurocodes for the structural design of building and civil engineering works
• Ref Project: SIST EN 1993-6:2007 - Eurocode 3 - Design of steel structures - Part 6: Crane supporting structures

Relations

• Replaces: ENV 1993-6:1999 - Eurocode 3: Design of steel structures - Part 6: Crane supporting structures
• Effective Date: 22-Dec-2008
• Corrected By: EN 1993-6:2007/AC:2009 - Eurocode 3 - Design of steel structures - Part 6: Crane supporting structures
• Effective Date: 28-Jan-2009
• Revised: prEN 1993-6 - Eurocode 3 - Design of steel structures - Part 6: Crane supporting structures
• Effective Date: 14-Nov-2018

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 3 - Design of steel structures - Part 6: Crane supporting structuresEvrokod 3: Projektiranje jeklenih konstrukcij - 6 del: Žerjavne progeEurocode 3 - Calcul des structures en acier - Partie 6: Chemins de roulementEurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 6: KranbahnenTa slovenski standard je istoveten z:EN 1993-6:2007SIST EN 1993-6:2007en91.080.10Kovinske konstrukcijeMetal structures91.010.30Technical aspects53.020.20DvigalaCranesICS:SIST ENV 1993-6:20011DGRPHãþDSLOVENSKI
STANDARDSIST EN 1993-6:200701-julij-2007

EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1993-6April 2007ICS 53.020.20; 91.010.30; 91.080.10Supersedes ENV 1993-6:1999
English VersionEurocode 3 - Design of steel structures - Part 6: Cranesupporting structuresEurocode 3 - Calcul des structures en acier - Partie 6:Chemins de roulementEurocode 3 - Bemessung und Konstruktion vonStahlbauten - Teil 6: KranbahnenThis European Standard was approved by CEN on 12 June 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 CEN Management Centre 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 CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, 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© 2007 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1993-6:2007: E

EN 1993-6: 2007 (E) 2 Contents page Foreword.4 1 General.7 1.1 Scope.7 1.2 Normative references.7 1.3 Assumptions.8 1.4 Distinction between principles and application rules.8 1.5 Terms and definitions.8 1.6 Symbols.8 2 Basis of design.9 2.1 Requirements.9 2.1.1 Basic requirements.9 2.1.2 Reliability management.9 2.1.3 Design working life, durability and robustness.9 2.2 Principles of limit state design.9 2.3 Basic variables.9 2.3.1 Actions and environmental influences.9 2.3.2 Material and product properties.9 2.4 Verification by the partial factor method.9 2.5 Design assisted by testing.10 2.6 Clearances to overhead travelling cranes.10 2.7 Underslung cranes and hoist blocks.10 2.8 Crane tests.10 3 Materials.11 3.1 General.11 3.2 Structural steels.11 3.2.1 Material properties.11 3.2.2 Ductility requirements.11 3.2.3 Fracture toughness.11 3.2.4 Through thickness properties.11 3.2.5 Tolerances.11 3.2.6 Design values of material coefficients.11 3.3 Stainless steels.11 3.4 Fasteners and welds.11 3.5 Bearings.11 3.6 Other products for crane supporting structures.12 3.6.1 General.12 3.6.2 Rail steels.12 3.6.3 Special connecting devices for rails.12 4 Durability.12 5 Structural analysis.13 5.1 Structural modelling for analysis.13 5.1.1 Structural modelling and basic assumptions.13 5.1.2 Joint modelling.13 5.1.3 Ground structure interaction.13 5.2 Global analysis.13 5.2.1 Effects of deformed geometry of the structure.13 5.2.2 Structural stability of frames.13 5.3 Imperfections.13 5.3.1 Basis.13 5.3.2 Imperfections for global analysis of frames.13 5.3.3 Imperfections for analysis of bracing systems.13 5.3.4 Member imperfections.13 5.4 Methods of analysis.13 5.4.1 General.13 5.4.2 Elastic global analysis.13 5.4.3 Plastic global analysis.13 5.5 Classification of cross-sections.14 5.6 Runway beams.14

EN 1993-6: 2007(E)
3 5.6.1 Effects of crane loads.14 5.6.2 Structural system.14 5.7 Local stresses in the web due to wheel loads on the top flange.15 5.7.1 Local vertical compressive stresses.15 5.7.2 Local shear stresses.17 5.7.3 Local bending stresses in the web due to eccentricity of wheel loads.17 5.8 Local bending stresses in the bottom flange due to wheel loads.18 5.9 Secondary moments in triangulated components.20 6 Ultimate limit states.22 6.1 General.22 6.2 Resistance of cross-section.22 6.3 Buckling resistance of members.22 6.3.1 General.22 6.3.2 Lateral-torsional buckling.23 6.4 Built up compression members.23 6.5 Resistance of the web to wheel loads.23 6.5.1 General.23 6.5.2 Length of stiff bearing.24 6.6 Buckling of plates.
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