EN 13001-3-1:2012+A1:2013/FprA2
(Amendment)Cranes - General Design - Part 3-1: Limit States and proof competence of steel structure
Cranes - General Design - Part 3-1: Limit States and proof competence of steel structure
This European Standard is to be used together with EN 13001-1 and EN 13001-2 and as such they specify general conditions, requirements and methods to prevent mechanical hazards of cranes by design and theoretical verification.
NOTE Specific requirements for particular types of cranes 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 intended use and reasonably foreseeable misuse. Clauses 4 to 8 of this standard are necessary to reduce or eliminate risks associated with the following hazards:
a) exceeding the limits of strength (yield, ultimate, fatigue);
b) exceeding temperature limits of material or components;
c) elastic instability of the crane or its parts (buckling, bulging).
This European Standard is not applicable to cranes which are manufactured before the date of its publication as EN and serves as reference base for the European Standards for particular crane types (see Annex I).
NOTE EN 13001-3-1 deals only with the limit state method in accordance with EN 13001-1.
Krane - Konstruktion allgemein - Teil 3-1: Grenzzustände und Sicherheitsnachweis von Stahltragwerken
Diese Europäische Norm ist zusammen mit EN 13001-1 und EN 13001-2 anzuwenden. Sie legen allgemeine Bedingungen, Anforderungen und Methoden zur Vermeidung mechanischer Gefahren von Kranen durch Konstruktion und theoretische Nachweisverfahren fest.
ANMERKUNG Spezifische Anforderungen an spezielle Krantypen sind in der jeweiligen Europäischen Norm für den speziellen Krantyp enthalten.
Im Folgenden ist eine Liste der signifikanten Gefährdungssituationen und Gefährdungsereignisse aufgeführt, die Risiken für Personen bei Normaleinsatz und vorhersehbarem Missbrauch zur Folge haben könnten. Die Abschnitte 4 bis 8 dieser Norm enthalten Vorgaben zur Verminderung oder Ausschaltung von Risiken, die mit folgenden Gefahren verbunden sind:
a) Überschreiten der Festigkeitsgrenzwerte (Fließen, Bruch, Ermüdung);
b) Überschreiten der Temperaturgrenzwerte des Werkstoffs oder der Komponenten;
c) elastische Instabilität des Krans oder seiner Teile (Knicken, Beulen).
Diese Europäische Norm gilt nicht für Krane, die vor dem Datum der Veröffentlichung dieser Norm als EN gefertigt werden, und dient als Referenzgrundlage für Europäische Normen für spezielle Krantypen (siehe Anhang I).
ANMERKUNG EN 13001-3-1 umfasst nur die Methode der Grenzzustände entsprechend EN 13001-1.
Appareils de levage à charge suspendue - Conception générale - Partie 3-1 : Etats limites et vérification d'aptitude des charpentes en acier
La présente Norme européenne doit être utilisée conjointement avec l’EN 13001-1 et l’EN 13001-2. Dans ce cadre, elles spécifient les conditions générales, les prescriptions et les méthodes visant à prévenir les dangers mécaniques liés aux appareils de levage à charge suspendue par la conception et la vérification théorique.
NOTE Les prescriptions spécifiques liées à des types particuliers d’appareil de levage à charge suspendue sont données dans la Norme européenne correspondant au type particulier d’appareil de levage à charge suspendue.
Une liste des situations dangereuses et événements dangereux significatifs susceptibles de mettre en danger la vie des personnes lors de l’utilisation prévue et d’une mauvaise utilisation raisonnablement prévisible de l’appareil de levage à charge suspendue est donnée ci-dessous. Les Articles 4 à 8 de la présente norme sont nécessaires à la réduction ou l’élimination des risques liés aux dangers ci-dessous :
a) dépassement des limites de résistance (limite d’élasticité, résistance à la traction, fatigue) ;
b) dépassement des limites de température du matériau ou des composants ;
c) instabilité élastique de l’appareil de levage à charge suspendue ou de ses parties (flambage, voilement).
La présente Norme européenne s’applique aux appareils de levage à charge suspendue fabriqués après la date de publication en Norme européenne et fait office de référence pour les Normes européennes relatives aux types particuliers d’appareil de levage à charge suspendue (voir l’Annexe I).
NOTE L’EN 13001-3-1 traite uniquement de la méthode des États Limites conformément à l’EN 13001-1.
Žerjavi - Konstrukcija, splošno - 3-1. del: Mejna stanja in dokaz varnosti jeklene nosilne konstrukcije - Dopolnilo A2
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN 13001-3-1:2012+A1:2013/oprA2:2016
01-maj-2016
Žerjavi - Konstrukcija, splošno - 3-1. del: Mejna stanja in dokaz varnosti jeklene
nosilne konstrukcije - Dopolnilo A2
Cranes - General Design - Part 3-1: Limit States and proof competence of steel structure
Krane - Konstruktion allgemein - Teil 3-1: Grenzzustände und Sicherheitsnachweis von
Stahltragwerken
Appareils de levage à charge suspendue - Conception générale - Partie 3-1: Etats limites
et vérification d'aptitude des charpentes en acier
Ta slovenski standard je istoveten z: EN 13001-3-1:2012+A1:2013/prA2
ICS:
53.020.20 Dvigala Cranes
SIST EN 13001-3- en,fr,de
1:2012+A1:2013/oprA2:2016
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
SIST EN 13001-3-1:2012+A1:2013/oprA2:2016
SIST EN 13001-3-1:2012+A1:2013/oprA2:2016
DRAFT
EUROPEAN STANDARD
EN 13001-3-
NORME EUROPÉENNE
1:2012+A1:2013
EUROPÄISCHE NORM
prA2
March 2016
ICS 53.020.20
English Version
Cranes - General Design - Part 3-1: Limit States and proof
competence of steel structure
Appareils de levage à charge suspendue - Conception Krane - Konstruktion allgemein - Teil 3-1:
générale - Partie 3-1: Etats limites et vérification Grenzzustände und Sicherheitsnachweis von
d'aptitude des charpentes en acier Stahltragwerken
This draft amendment is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee CEN/TC 147.
This draft amendment A2, if approved, will modify the European Standard EN 13001-3-1:2012+A1:2013. If this draft becomes an
amendment, CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for
inclusion of this amendment into the relevant national standard without any alteration.
This draft amendment was established by CEN 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-CENELEC
Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and
United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2016 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 13001-3-
worldwide for CEN national Members. 1:2012+A1:2013/prA2:2016 E
SIST EN 13001-3-1:2012+A1:2013/oprA2:2016
EN 13001-3-1:2012+A1:2013/prA2:2016 (E)
Contents Page
European foreword . 3
1 Modification to the European foreword . 4
2 Modification to the Introduction . 4
3 Modification to the Normative references . 4
4 Modifications to Clause 3, Terms, definitions, symbols and abbreviations . 4
5 Modifications to 3.2 Symbols and abbreviations . 5
6 Modifications to 4.2.1 Grades and qualities . 5
7 Modifications to 4.2.2, Impact toughness . 8
8 Modifications to 4.3.1, Bolt materials . 8
9 Modifications to 5.2.2, Limit design stress in structural members . 8
10 Modifications to 5.2.3.3, Connections loaded in tension. 9
11 Modifications to 5.2.4.2, Pins, limit design shear force . 9
12 Modifications to 5.2.4.4, Connected parts, limit design force with respect to shear . 10
13 Modifications to 6.1, General . 10
14 Modifications to 6.2.2, Weld quality . 10
15 Modifications to 6.3.2, Frequency of occurence of stress cycles . 10
16 Modifications to 6.5.4 . 10
17 Modifications to Clause 7, Proof of static strength of hollow section girder joints . 11
18 Modifications to 8.1, General . 11
19 Modifications to 8.2.1, Critical buckling load . 11
20 Modification to 8.3.2 Limit design stress with respect to longitudinal stress σ . 11
x
21 Modification to 8.3.3 Limit design stress with respect to transverse stress σ . 12
y
22 Modifications to Annex C, Design weld stresses σ and τ . 12
W,Sd W,Sd
23 Modifications to Annex D, Values of slope constant m and characteristic fatigue
strength Δσ , Δτ . 13
c c
24 Modifications to Annex G, Calculation of stiffnesses for connections loaded in tension . 15
25 Modifications to Bibliography . 15
SIST EN 13001-3-1:2012+A1:2013/oprA2:2016
EN 13001-3-1:2012+A1:2013/prA2:2016 (E)
European foreword
This document (EN 13001-3-1:2012+A1:2013/prA2:2016) has been prepared by Technical Committee
CEN/TC 147 “Cranes — Safety”, the secretariat of which is held by BSI.
This document is currently submitted to the CEN Enquiry.
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 EU Directive(s).
SIST EN 13001-3-1:2012+A1:2013/oprA2:2016
EN 13001-3-1:2012+A1:2013/prA2:2016 (E)
1 Modification to the European foreword
After the 9th paragraph, add the following:
“CEN/TC 147/WG 2 has made a new consolidation of EN 13001-3-1 to adapt the standard as follows:
— New steel qualities from EN 10149-2 and stainless steels from EN 10088-2 added to Clause 4.2.1.
— Application of bolt preloading scatter in Clause 5.2.3.3 was modified.
— Fatigue strength specific resistance factors were adjusted in Clause 6.1.
— Formula for assessing combined effect of normal and shear stresses was changed in Clause 6.5.4.
— Characteristic fatigue strengths modified for notch cases D.3.29 and D.3.30.
— Number of minor changes for reasons of editorial and technical accuracy.”
2 Modification to the Introduction
In the first paragraph replace the following part of the text: “conform with the essential health” with
“conform to the essential health”
3 Modification to the Normative references
Delete the following references:
“EN 1990:2002, Eurocode — Basis of structural design”
“EN 10045-1:1990, Metallic materials — Charpy impact test — Part 1: Test method”
Add the following references:
“EN 10088-2:2014, Stainless steels — Part 2: Technical delivery conditions for sheet/plate and strip of
corrosion resisting steels for general purposes”
“EN ISO 148-1:2011, Metallic materials — Charpy pendulum impact test — Part 1: test method”
Replace “EN ISO 898-1:2009, Mechanical properties of fasteners made of carbon steel and alloy steel —
Part 1: Bolts, screws and studs with specified property classes — Coarse thread and fine pitch thread
(ISO 898-1:2009)” with “EN ISO 898-1:2013, Mechanical properties of fasteners made of carbon steel and
alloy steel — Part 1: Bolts, screws and studs with specified property classes — Coarse thread and fine pitch
thread (ISO 898-1:2013)”
Replace “EN ISO 5817:2007, Welding — Fusion-welded joints in steel, nickel, titanium and their alloys
(beam welding excluded) — Quality levels for imperfections (ISO 5817:2003, corrected version:2005,
including Technical Corrigendum 1:2006)” with EN ISO 5817:2014, Welding — Fusion-welded joints in
steel, nickel, titanium and their alloys (beam welding excluded) — Quality levels for imperfections
(ISO 5817:2014)”
4 Modifications to Clause 3, Terms, definitions, symbols and abbreviations
Delete “and the basic list of definitions as provided in EN 1990:2002”
SIST EN 13001-3-1:2012+A1:2013/oprA2:2016
EN 13001-3-1:2012+A1:2013/prA2:2016 (E)
5 Modifications to 3.2 Symbols and abbreviations
In Table 1, replace the existing description for f with the following: “yield stress of material, specified or
y
measured” and for f with: “yield stress of pins, specified or measured”
yp
6 Modifications to 4.2.1 Grades and qualities
Add the following item at the end of the list:
“e) Austenitic stainless steels EN 10088-2.”
Add the following sentence after indent e):
“Where stainless steels are welded, special attention should be given to the welding process and
corrosion effects.
Replace the existing paragraph after this new sentence with:
Table 2 shows specific values for the nominal value of strength f , f For limit design stresses f see 5.2. The
u y. Rd
values given are applicable for temperatures up to 150°C. For more information see the specific European
Standard.”
Replace Table 2 as follows:
SIST EN 13001-3-1:2012+A1:2013/oprA2:2016
EN 13001-3-1:2012+A1:2013/prA2:2016 (E)
“Table 2 — Specific values of steels for structural members
Nominal strength
f f
y u
Thickness t
Steel Standard
mm
yield ultimate
2 2
N/mm N/mm
t ≤ 16 235
16 < t ≤ 40 225
S235 340
40 < t ≤ 100 215
100 < t ≤ 150 195
t ≤ 16 275
16 < t ≤ 40 265
40 < t ≤ 63 255
S275 430
63 < t ≤ 80 245
EN 10025–2
80 < t ≤ 100 235
100 < t ≤ 150 225
t ≤ 16 355
16 < t ≤ 40 345
40 < t ≤ 63 335
S355 490
63 < t ≤ 80 325
80 < t ≤ 100 315
100 < t ≤ 150 295
t ≤ 16 355
16 < t ≤ 40 345
40 < t ≤ 63 335
S355 450
63 < t ≤ 80 (N) 325
80 < t ≤ 100 (N) 315
100 < t ≤ 150 (N) 295
t ≤ 16 420
EN 10025–3 16 < t ≤ 40 400
(N)
40 < t ≤ 63 390
EN 10025–4
S420 500
63 < t ≤ 80 (N) 370
(M)
80 < t ≤ 100 (N) 360
100 < t ≤ 150 (N) 340
t ≤ 16 460
16 < t ≤ 40 440
S460 40 < t ≤ 63 430 530
63 < t ≤ 80 (N) 410
80 < t ≤ 100 (N) 400
SIST EN 13001-3-1:2012+A1:2013/oprA2:2016
EN 13001-3-1:2012+A1:2013/prA2:2016 (E)
Nominal strength
f f
y u
Thickness t
Steel Standard
mm
yield ultimate
2 2
N/mm N/mm
3 < t ≤ 50 460
S460 550
50 < t ≤ 100 440
3 < t ≤ 50 500
S500 590
50 < t ≤ 100 480
3 < t ≤ 50 550
S550 640
50 < t ≤ 100 530
EN 10025–6 3 < t ≤ 50 620
S620 700
50 < t ≤ 100 580
3 < t ≤ 50 690 770
S690
50 < t ≤ 100 650 760
3 < t ≤ 50 890 940
S890
50 < t ≤ 100 830 880
S960 3 < t ≤ 50 960 980
S315 315 390
EN 10149–3
S355 all t 355 430
EN 10149–2
S420 420 480
S460 460 520
S500 500 550
all t
S550 550 600
S600 600 650
t ≤ 8 650
S650 EN 10149–2 700
t > 8 630
t ≤ 8 700
S700 750
t > 8 680
S900 900 930
all t
S960 960 980
a) a)
X2CrNi18–9 200 500
a) a)
X5CrNi18–10 210 520
a) a)
X2CrNi19–11 200 500
EN 10088–2 t ≤ 75
X2CrNiMo17–
a) a)
220 520
12–2
X5CrNiMo17–
a) a)
220 520
12–2
a)
0,2 % - proof strength and tensile strength for hot rolled plate
”
SIST EN 13001-3-1:2012+A1:2013/oprA2:2016
EN 13001-3-1:2012+A1:2013/prA2:2016 (E)
7 Modifications to 4.2.2, Impact toughness
Replace the existing paragraph with:
“When selecting grade and quality of the steel for tensile members, the sum of impact toughness
parameters q shall be taken into account. Table 3 gives the impact toughness parameters q for various
i i
influences. Table 4 gives the required steel quality and impact energy/test temperature in dependence
of Σq . The direction of loading shall be considered when assessing the impact toughness. Grades and
i
qualities of steel other than mentioned in Table 4 may be used, if an impact energy/temperature is
tested in accordance with EN ISO 148-1, specified and meet the requirements given in first two rows of
Table 4.”
Change Table 4 as follows:
Impact energy/ ∑q ≤ 5 6 ≤ ∑q ≤ 8 9 ≤ ∑q ≤ 11 12 ≤ ∑q ≤ 14
i i i i
test temperature
27 J / +20°C 27 J / 0°C 27 J / −20°C 27 J / −40°C
requirement
Grades and qualities which meet the impact energy/test temperature requirement
EN 10025–2 JR J0 J2 a
EN 10025–3 N N N NL
EN 10025–4 M M M ML
EN 10025–6 Q Q Q QL
EN 10149–2 MC MC MC a
EN 10149–3 NC NC NC a
b b b b
EN 10088–2
a
May be used if the impact toughness is at least 27 J at – 40°C, tested in accordance with EN ISO 148-1 and specified.
b
All steels of EN 10088–2 listed in Table 2. The impact energy is not explicitly given by EN 10088–2 at these temperatures
however the impact energy/ test temperature requirement in the row two is fulfilled.
8 Modifications to 4.3.1, Bolt materials
Replace “EN ISO 898-1:2009” with “EN ISO 898-1:2013”.
9 Modifications to 5.2.2, Limit design stress in
...
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