EN 13001-2:2004+A3:2009
(Main)Crane safety - General design - Part 2: Load effects
Crane safety - General design - Part 2: Load effects
This European Standard is to be used together with Part 1 and Part 3 and as such they specify general conditions, requirements and methods to prevent hazards of cranes by design and theoretical verification. Part 3 is only at pre-drafting stage; the use of Parts 1 and 2 is not conditional to the publication of Part 3.
NOTE Specific requirements for particular types of crane are given in the appropriate European Standard for the particular crane type.
The following is a list of significant hazardous situations and hazardous events that could result in risks to persons during normal use and foreseeable misuse. Clause 4 of this standard is necessary to reduce or eliminate the risks associated with the following hazards:
a) Rigid body instability of the crane or its parts (tilting and shifting).
b) Exceeding the limits of strength (yield, ultimate, fatigue).
c) Elastic instability of the crane or its parts (buckling, bulging).
d) Exceeding temperature limits of material or components.
e) Exceeding the deformation limits.
This European Standard is applicable to cranes which are manufactured after the date of approval by CEN of this standard and serves as reference base for the European Standards for particular crane types.
Kransicherheit - Konstruktion allgemein - Teil 2: Lasteinwirkungen
Diese Europäische Norm ist zusammen mit Teil 1 und Teil 3 anzuwenden und spezifiziert allgemeine Bedingungen, Anforderungen und Methoden zur Vermeidung von Gefahren bei Kranen durch die Konstruktion und theoretische Überprüfung. Teil 3 befindet sich in der Vorentwurfsphase; die Verwendung der Teile 1 und 2 setzt nicht die Veröffentlichung von Teil 3 voraus.
ANMERKUNG Besondere Anforderungen für spezielle Krantypen sind in der zugehörigen Europäischen Norm für den speziellen Krantyp angegeben.
Im Folgenden ist eine Auflistung von wichtigen gefährlichen Situationen und gefährlichen Ereignissen gegeben, die Risiken für Personen während des normalen Gebrauchs (des Krans) und vorhersehbarem Missbrauch zur Folge haben könnten. Abschnitt 4 dieser Norm wird zur Reduzierung oder Eliminierung der mit den folgenden Gefahrensituationen verbundenen Risiken benötigt:
a) Starrkörperinstabilität des Krans oder seiner Teile;
b) Überschreitung der Festigkeitsgrenzwerte (Fließen, Bruch, Ermüdung);
c) Überschreitung von Temperaturgrenzwerten des Werkstoffs oder der Komponenten;
d) elastische Instabilität des Krans oder seiner Teile;
e) Überschreitung der Verformungsgrenzwerte.
Diese Europäische Norm ist anwendbar für Krane, die nach dem Datum der Genehmigung dieser Norm durch CEN hergestellt werden, und dient als Referenzgrundlage für die Europäischen Normen für spezielle Krantypen.
Appareils de levage à charge suspendue - Conception générale - Partie 2: Effets de charge
La présente Norme européenne doit être utilisée conjointement avec les parties 1 et 3 qui spécifient les conditions,
exigences et méthodes générales afin d'éviter les risques mécaniques dus aux appareils de levage à charge
suspendue, en utilisant la conception et la vérification théorique. La partie 3 est à l'étape d'avant-projet ; l'utilisation
des parties 1 et 2 n'est pas conditionnée par la publication de la partie 3.
NOTE Les prescriptions spécifiques relatives aux types particuliers d'appareils de levage à charge suspendue sont données
dans la Norme européenne appropriée pour le type particulier d'appareil de levage à charge suspendue.
La liste suivante spécifie les situations et les événements dangereux significatifs susceptibles d'entraîner des risques
pour les personnes lors d'une utilisation normale et d'une mauvaise utilisation prévisible. L'Article 4 de la présente
norme est nécessaire pour réduire ou éliminer les risques associés à ces phénomènes dangereux :
a) instabilité de corps rigide de l'appareil de levage à charge suspendue ou de ses éléments (inclinaison,
déplacement) ;
b) dépassement des limites de résistance (élasticité, rupture, fatigue) ;
c) instabilité élastique de l'appareil de levage à charge suspendue ou de ses éléments (flambage, voilement) ;
d) dépassement des limites de température du matériau ou des composants ;
e) dépassement des limites de déformation.
La présente Norme européenne s'applique aux appareils de levage à charge suspendues construites après sa date
d'approbation par le CEN et sert de référence pour les normes européennes sur les types d'appareils particuliers.
Varnost dvigala (žerjava) - Konstrukcija, splošno - 2. del: Bremenski učinki
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Kransicherheit - Konstruktion allgemein - Teil 2: LasteinwirkungenSécurité des appareils de levage à charge suspendue - Conception générale - Partie 2: Effets de chargeCrane safety - General design - Part 2: Load effects53.020.20DvigalaCranesICS:Ta slovenski standard je istoveten z:EN 13001-2:2004+A3:2009SIST EN 13001-2:2005+A3:2009en01-september-2009SIST EN 13001-2:2005+A3:2009SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13001-2:2004+A3
June 2009 ICS 53.020.20 Supersedes EN 13001-2:2004+A2:2009English Version
Crane safety - General design - Part 2: Load effects
Sécurité des appareils de levage à charge suspendue - Conception générale - Partie 2: Effets de charge
Kransicherheit - Konstruktion allgemein - Teil 2: Lasteinwirkungen This European Standard was approved by CEN on 2 March 2004 and includes Corrigendum 1 issued by CEN on 5 July 2006, Amendment 1 approved by CEN on 18 September 2006, Amendment 2 approved by CEN on 5 January 2009 and Amendment 3 approved by CEN on 16 May 2009.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards 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 translation under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as the official 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 STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13001-2:2004+A3:2009: ESIST EN 13001-2:2005+A3:2009
!!!!Mass distribution classes MDC1 and MDC2"""". 31 4.3.4 !!!!Partial safety factors for the mass of the crane"""" . 31 4.3.5 Partial safety factors to be applied to loads caused by displacements . 32 4.3.6 Survey of load combinations . 33 4.3.7 Partial safety factors for the proof of rigid body stability. 37 Annex A (normative)
Aerodynamic coefficients . 40 A.1 General . 40 A.2 Individual members . 43 A.3 Plane and spatial lattice structure members . 47 A.4 Structural members in multiple arrangement . 51 Annex B (informative)
Selection of a suitable set of crane standards for a given application . 54 Annex ZA (informative)
Relationship between this European Standard and the Essential Requirements of EU Directive 98/37/EC . 55 Annex ZB (informative)
####Relationship between this European Standard and the Essential Requirements of EU Directive 2006/42/EC$$$$ . 56 Bibliography . 57
!", # $ and %&. The modifications of the related CEN Corrigendum have been implemented at the appropriate places in the text and are indicated by the tags ˜ ™. #This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EC Directive(s). For relationship with EC Directive(s), see informative Annexes ZA and ZB, which are integral parts of this document.$ Annex A is normative, Annex B is informative. This European Standard is one Part of EN 13001. The other parts are as follows: Part 1: General principles and requirements Part 2: Load actions Part 3.1: Limit states and proof of competence of steel structures Part 3.2: Limit states and proof of competence of rope reeving components Part 3.3: Limit states and proof of competence of wheel/rail contacts Part 3.4: Limit states and proof of competence of machinery According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: 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. SIST EN 13001-2:2005+A3:2009
2 Normative references This European Standard incorporates, by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text and the publications are listed hereafter. For dated references, subsequent amendments to, or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest editions of the publication referred to applies (including amendments). EN ISO 12100-1:2003, Safety of machinery — Basic concepts, general principles for design — Part 1: Basic terminology, methodology (ISO 12100-1:2003). EN ISO 12100-2:2003, Safety of machinery — Basic concepts, general principles for design — Part 2: Technical principles and specifications (ISO 12100-2:2003). ˜deleted text™ ˜EN 1990:2002, Eurocode — Basic of structural design™. EN 13001-1, Cranes — General Design — Part 1: General principles and requirements. ISO 4306-1: 1990, Cranes — Vocabulary — Part 1: General. 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions For the purposes of this European Standard, the terms and definitions given in ˜deleted text™,
˜EN 1990:2002™ and clause 6 of ISO 4306-1:1990 apply. 3.2 Symbols and abbreviations For the purposes of this European Standard, the symbols and abbreviations given in Table 1 apply. SIST EN 13001-2:2005+A3:2009
Table 1 — Symbols and abbreviations Symbols, abbreviations Description
A1 to A4 Load combinations including regular loads A Characteristic area of a crane member Ag Projection of the gross load on a plane normal to the direction of the wind velocity Ac Area enclosed by the boundary of a lattice work member in the plane of its characteristic height d Aj Area of an individual crane member projected to the plane of the
characteristic height d bh Width of the rail head b Characteristic width of a crane member B1 to B5 Load combinations including regular and occasional loads c Spring constant ca, coy, coz Aerodynamic coefficients co ˜Aerodynamic coefficient™ C1 to C9 Load combinations including regular, occasional and exceptional loads CFF, CFM Coupled wheel pairs of system F/F or F/M d Characteristic dimension of a crane member SIST EN 13001-2:2005+A3:2009
Table 1 (continued) Symbols, abbreviations Description di, dn Distance between wheel pair i or n and the guide means eG Width of the gap of a rail f Friction coefficient fi Loads fq natural frequency frec Term used in calculating v(z) F Force F, Fy, Fz Wind loads Fb Buffer force Fˆ Maximum buffer force Fi, Ff Initial and final drive force ∆F Change of drive force Fx1i, Fx2i Tangential wheel forces Fy1i, Fy2i Fy Guide force Fz1i, Fz2i Vertical wheel forces F/F, F/M Abbreviations for Fixed/Fixed and
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