SIST EN 13001-3-1:2012+A2:2018
(Main)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
Žerjavi - Konstrukcija, splošno - 3-1. del: Mejna stanja in dokaz varnosti jeklene nosilne konstrukcije
Ta evropski standard je namenjen uporabi s standardoma EN 13001-1 in EN 13001-2. Ti standardi skupaj določajo splošne pogoje, zahteve in metode za preprečevanje mehanskih nevarnosti žerjavov s preverjanjem konstrukcije in teoretičnih predpostavk.
OPOMBA Posebne zahteve za posamezne vrste žerjavov so navedene v ustreznem evropskem standardu za posamezne vrste žerjavov.
Spodaj je naveden seznam pomembnih nevarnih razmer in dogodkov, zaradi katerih bi lahko prišlo do ogroženosti
oseb med običajno uporabo in predvideno nepravilno uporabo. Točki 4 in 8 v tem standardu sta potrebni za omejitev ali odpravo tveganj, povezanih z naslednjimi nevarnostmi:
a) prekoračitev mej trdnosti (meja prožnosti, končna meja, meja utrujanja);
b) prekoračitev temperaturnih omejitev materiala ali komponent;
c) elastična nestabilnost žerjava ali njegovih delov (uklon, izbočenost).
Ta evropski standard se ne uporablja za žerjave, ki so izdelani pred datumom objave te publikacije kot standard EN in služi kot referenčna osnova evropskim standardom za posamezne vrste žerjavov.
OPOMBA Standard EN 13001-3-1 v skladu s standardom EN 13001-1 obravnava le metodo mejnega stanja.
General Information
- Status
- Withdrawn
- Publication Date
- 18-Mar-2018
- Withdrawal Date
- 09-Jul-2025
- Technical Committee
- DTN - Lift and transport appliances
- Current Stage
- 9900 - Withdrawal (Adopted Project)
- Start Date
- 10-Jul-2025
- Due Date
- 02-Aug-2025
- Completion Date
- 10-Jul-2025
Relations
- Effective Date
- 11-Oct-2017
- Effective Date
- 11-Oct-2017
- Effective Date
- 18-Jan-2023
- Effective Date
- 07-Apr-2021
Frequently Asked Questions
SIST EN 13001-3-1:2012+A2:2018 is a standard published by the Slovenian Institute for Standardization (SIST). Its full title is "Cranes - General Design - Part 3-1: Limit States and proof competence of steel structure". This standard covers: 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.
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.
SIST EN 13001-3-1:2012+A2:2018 is classified under the following ICS (International Classification for Standards) categories: 53.020.20 - Cranes. The ICS classification helps identify the subject area and facilitates finding related standards.
SIST EN 13001-3-1:2012+A2:2018 has the following relationships with other standards: It is inter standard links to SIST EN 13001-3-1:2012+A1:2013/kFprA2:2017, SIST EN 13001-3-1:2012+A1:2013, oSIST prEN 13001-3-1:2022, oSIST prEN 13001-3-1:2022. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
SIST EN 13001-3-1:2012+A2:2018 is associated with the following European legislation: EU Directives/Regulations: 2006/42/EC, EUR-PUB; Standardization Mandates: M/396. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.
SIST EN 13001-3-1:2012+A2:2018 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Žerjavi - Konstrukcija, splošno - 3-1. del: Mejna stanja in dokaz varnosti jeklene nosilne konstrukcijeKrane - Konstruktion allgemein - Teil 3-1: Grenzzustände und Sicherheitsnachweis von StahltragwerkenAppareils de levage à charge suspendue - Conception générale - Partie 3-1 : Etats limites et vérification d'aptitude des charpentes en acierCranes - General Design - Part 3-1: Limit States and proof competence of steel structure53.020.20DvigalaCranesICS:Ta slovenski standard je istoveten z:EN 13001-3-1:2012+A2:2018SIST EN 13001-3-1:2012+A2:2018en,fr,de01-maj-2018SIST EN 13001-3-1:2012+A2:2018SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13001-3-1:2012+A2
January
t r s z ICS
w uä r t rä t r Supersedes EN
s u r r sæ uæ sã t r s t ªA sã t r s uEnglish Version
Cranes æ General Design æ Part
uæ sã Limit States and proof competence of steel structure Appareils de levage à charge suspendue æ Conception générale æ Partie
uæ s ã Etats limites et vérification d 5aptitude des charpentes en acier
Krane æ Konstruktion allgemein æ Teil
uæ sã Grenzzustände und Sicherheitsnachweis von Stahltragwerken This European Standard was approved by CEN on
and includes Amendment
t approved by CEN on
u r October
t r s yä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Serbiaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey and United Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Rue de la Science 23,
B-1040 Brussels
t r s z CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s u r r sæ uæ sã t r s t ªA tã t r s z ESIST EN 13001-3-1:2012+A2:2018
Limit design shear force Fv,Rd per bolt and per shear plane for multiple shear plane connections . 66 Annex B (informative)
Preloaded bolts . 67 Annex C (normative)
Design weld stresses W,Sd and W,Sd . 69 C.1 Butt joint . 69 C.2 T-joint with fillet or partial penetration weld . 70 C.3 Effective distribution length under concentrated load . 71 C.4 Other types of welds . 72 Annex D (normative)
Values of slope constant m
and characteristic fatigue strength c, c . 73 Annex Rd Rd,1 . 94 Annex F (informative)
Evaluation of stress cycles (example) . 96 Annex G (informative)
Calculation of stiffnesses for connections loaded in tension . 98 Annex H (informative)
Hollow Sections . 101 Annex I (informative)
Selection of a suitable set of crane standards for a given application . 113 Annex ZA (informative)
Relationship between this European Standard and the Essential Requirements of EU Directive 2006/42/EC . 114
Subclause 4.2.1 is changed in such a way that Table 2 is permanently valid and requirements for other materials are added, and
editorial changes are done to improve the document." # 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 4.2.1. — Application of bolt preloading scatter in 5.2.3.3 was modified. — Table 8 changed to exclude matching material for ultra-high strength steel. — Fatigue strength specific resistance factors were adjusted in 6.1. — Requirements for fatigue testing were modified. — Formula for assessing combined effect of normal and shear stresses was changed in 6.5.4. — Annex C improved for calculation of fillet welds. SIST EN 13001-3-1:2012+A2:2018
According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: 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, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. SIST EN 13001-3-1:2012+A2:2018
(ISO 286-2:2010) #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)$ #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)$ EN ISO 9013:2002, Thermal cutting — Classification of thermal cuts — Geometrical product specification and quality tolerances (ISO 9013:2002) EN ISO 12100:2010, Safety of machinery — General principles for design — Risk assessment and risk reduction (ISO 12100:2010) EN ISO 17659:2004, Welding — Multilingual terms for welded joints with illustrations (ISO 17659:2002) ISO 4306-1:2007, Cranes — Vocabulary — Part 1: General SIST EN 13001-3-1:2012+A2:2018
extreme values of stresses PS probability of survival p penetration of weld Q shear (evaluation of stress cycles) qi impact toughness parameter
cross section parameter (lateral buckling) b characteristic factor for bearing connection L load introduction factor (bolted connection) w characteristic factor for limit weld stress m general resistance factor mf fatigue strength specific resistance factor p partial safety factor R resulting resistance factor S specific resistance factor Rb resulting resistance factor of bolt sbb, sbs, sbt specific resistance factors of bolted connections Rm resulting resistance factor of members sm specific resistance factor of members Rp resulting resistance factor of pins spm ,sps , spb ,spt specific resistance factors of pins Rs resulting resistance factor of slip-resistance connection ss specific resistance factor of slip-resistance connection Rc resulting resistance factor for tension on section with holes st specific resistance factor for tension on section with holes Rw resulting resistance factor of welding connection sw specific resistance factor of welding connection p elongation from preloading Ö2 dynamic factor
dispersion angle (wheel pressure) xy reduction factors (buckling)
width of contact area in weld direction SIST EN 13001-3-1:2012+A2:2018
edge stress ratio (buckling) b additional force t additional elongation µ slip factor
relative total number of stress cycles !deleted text" D ratio of diameters c characteristic value of stress range (normal stress) c characteristic value of stress range (shear stress) e reference stress (buckling) b lower extreme value of stress range u upper extreme value of stress range Sd design stress (normal) Sd design stress (shear) w, Sd w, Sd Rd design weld stress (normal) design weld stress (shear) limit design stress range (normal) Rd,1 limit design stress range for k* = 1 Rd limit design stress range (shear) Sd design stress range (normal) Sd design stress range (shear) 4 General 4.1 Documentation The documentation of the proof of competence shall include: — design assumptions including calculation models, — applicable loads and load combinations, — material grades and qualities, — weld quality levels, in accordance with EN ISO 5817, — materials of connecting elements, — relevant limit states, — results of the proof of competence calculation. and tests when applicable. SIST EN 13001-3-1:2012+A2:2018
» 7% on a gauge length 00655S,L×==(where=S0 is the original cross-sectional area); — the weldability or non-weldability of the material is specified and, if intended for welding, weldability is demonstrated; — if the material is intended for cold forming, the pertinent parameters are specified." NOTE Where it is deemed necessary to check for internal defects, classes of EN 10160 should be specified. SIST EN 13001-3-1:2012+A2:2018
t
mm Nominal strength fy fu yield ultimate N/mm2 N/mm2 S235 EN 10025–2 t
¶ 16 235 340 16 < t
¶ 40 225 40 < t
¶ 100 215 100 < t
¶ 150 195 S275 t
¶ 16 275 430 16 < t
¶ 40 265 40 < t
¶ 63 255 63 < t
¶ 80 245 80 < t
¶ 100 235 100 < t
¶ 150 225 S355 t
¶ 16 355 490 16 < t
¶ 40 345 40 < t
¶ 63 335 63 < t
¶ 80 325 80 < t
¶ 100 315 100 < t
¶ 150 295 S355 EN 10025–3 (N) EN 10025–4 (M) t
¶ 16 355 450 16 < t
¶ 40 345 40 < t
¶ 63 335 63 < t
¶ 80 (N) 325 80 < t
¶ 100 (N) 315 100 < t
¶ 150 (N) 295 S420 t
¶ 16 420 500 16 < t
¶ 40 400 40 < t
¶ 63 390 63 < t
¶ 80 (N) 370 80 < t
¶ 100 (N) 360 100 < t
¶ 150 (N) 340 S460 t
¶ 16 460 530 SIST EN 13001-3-1:2012+A2:2018
t
mm Nominal strength fy fu yield ultimate N/mm2 N/mm2 16 < t
¶ 40 440 40 < t
¶ 63 430 63 < t
¶ 80 (N) 410 80 < t
¶ 100 (N) 400 S460 EN 10025–6 3 < t
¶ 50 460 550 50 < t
¶ 100 440 S500 3 < t
¶ 50 500 590 50 < t
¶ 100 480 S550 3 < t
¶ 50 550 640 50 < t
¶ 100 530 S620 3 < t
¶ 50 620 700 50 < t
¶ 100 580 S690 3 < t
¶ 50 690 770 50 < t
¶ 100 650 760 S890 3 < t
¶ 50 890 940 50 < t
¶ 100 830 880 S960 3 < t
¶ 50 960 980 S315 EN 10149–3 EN 10149–2 all t 315 390 S355 355 430 S420 420 480 S460 EN 10149–2 all t 460 520 S500 500 550 S550 550 600 S600 600 650 S650 t
¶ 8 650 700 t > 8 630 S700 t
¶ 8 700 750 t > 8 680 S900 all t 900 930 S960 960 980 SIST EN 13001-3-1:2012+A2:2018
t
mm Nominal strength fy fu yield ultimate N/mm2 N/mm2 X2CrNi18–9 EN 10088–2 t
¶ 75 200 a 500 b X5CrNi18–10 210 a 520 b X2CrNi19–11 200 a 500 b X2CrNiMo17–12–2 220 a 520 b X5CrNiMo17–12–2 220 a 520 b a 0,2 % – proof strength for hot rolled plate (P); b Tensile strength for hot rolled plate (P). $ 4.2.2 Impact toughness #When selecting grade and quality of the steel for tensile members, the sum of impact toughness parameters qi shall be taken into account. Table 3 gives the impact toughness parameters qi for various influences. Table 4 gives the required steel quality and impact energy/test temperature in dependence qi. The direction of loading shall be considered when assessing the impact toughness. Grades and 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.$ SIST EN 13001-3-1:2012+A2:2018
r
¶ T 0 -10
¶ T < 0 1 - t r
¶ T < -10 2 - u r
¶ T < -20 3 - v r
¶ T < -30 4 - w r
¶ T < -40 6 2 Yield stress fy (N/mm2) fy
¶
u r r 0 300 < fy
¶
v x r 1 460 < fy
¶
y r r 2 700
¶
s r r r 3 1 000
¶
s u r r 4 3 Material thickness t (mm) Equivalent thickness t for solid bars:
8,1dt==for=8,1
¶
s r 0 10 < t
¶
t r 1 20 < t
¶
v r 2 40 < t
¶
x r 3
x r
´ t
¶
z r 4
z r
´ t
¶
s r r 5
s r r
´ t
¶
s t w 6
s t w
´ t
¶
s w r 7 4 Characteristic value of stress range c (N/mm2) (see Annex D and Annex H) c > 125 0 80 < c
¶
s t w 1 56< c
¶
z r 2 c
¶
w x 3 c
¶
v r 4 c
¶ u r 5 5 Utilization of static strength (see 5.3.1) Rd1Sd75,0f×ξσ 0 SdRd15,0σ<×f and Rd1Sd75,0f×≤σ -1 SdRd125,0σ<×f and Rd1Sd5,0f×≤σ -2 Rd1Sd25,0f×≤σ -3 SIST EN 13001-3-1:2012+A2:2018
Çqi Impact energy/ test temperature requirement
Çqi
¶ 5 6
¶
Çqi
¶ 8 9
¶
Çqi
¶ 11 12
¶
Çqi
¶ 14 27 J / +20 °C 27 J
/
0 °C 27
°C 27
°C 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 EN 10088–2 b b b b 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. 4.3 Bolted connections 4.3.1 Bolt materials For bolted connections bolts of the property classes (bolt grades) 4.6, 5.6, 8.8, 10.9 or 12.9 in accordance with #EN ISO 898-1:2013$ shall be used. Table 5 shows nominal values of the strengths to be used in design calculations: Table 5 — Property classes (bolt grades) Property class (Bolt grade) 4.6 5.6 8.8 10.9 12.9 ybf (N/mm2) 240 300 640 900 1 080 ubf (N/mm2) 400 500 800 1 000 1 200 NOTE The designer should ask the bolt supplier to demonstrate compliance with the requirements regarding the protection against hydrogen brittleness, for the property classes (bolt grades) 10.9 and 12.9. Technical requirements can be found in EN ISO 15330, EN ISO 4042 and ISO 9587. 4.3.2 General For the purpose of this standard bolted connections are connections between members and/or components utilizing bolts. In general, bolted connections are tensioned wrench tight. SIST EN 13001-3-1:2012+A2:2018
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