SIST EN 15011:2011/kFprA1:2013

SLOVENSKI STANDARD
01-september-2013
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Cranes - Bridge and gantry cranes
Krane - Brücken- und Portalkrane
Appareils de levage à charge suspendue - Ponts roulants et portiques
Ta slovenski standard je istoveten z: EN 15011:2011/FprA1
ICS:
53.020.20 Dvigala Cranes
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

EUROPEAN STANDARD
FINAL DRAFT
EN 15011:2011
NORME EUROPÉENNE
EUROPÄISCHE NORM
FprA1
July 2013
ICS 53.020.20
English Version
Cranes - Bridge and gantry cranes
Appareils de levage à charge suspendue - Ponts roulants Krane - Brücken- und Portalkrane
et portiques
This draft amendment is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical Committee
CEN/TC 147.
This draft amendment A1, if approved, will modify the European Standard EN 15011:2011. 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

Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2013 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 15011:2011/FprA1:2013: E
worldwide for CEN national Members.

Contents Page
Foreword .3
1 Modification to Clause 1, Scope .4
2 Modifications to Clause 2, Normative references .4
3 Modifications to Clause 3, Terms and definitions .4
4 Modifications to Clause 5, Safety requirements and/or protective measures .5
5 Modifications to Clause 6, Verification of safety requirements and/or protective measures . 12
6 Modifications to Clause 7, Information for use . 12
7 Modifications to Annex D . 13
8 Deletion of Annex E . 13
9 Modifications to Annex F . 13
10 Modification to Annex H . 14
11 Modifications to Annex I . 14
12 Modification to Bibliography . 15

Foreword
This document (EN 15011:2011/FprA1:2013) 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 Unique Acceptance Procedure.
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).
For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document.
1 Modification to Clause 1, Scope
st
Replace the 1 paragraph with the following one:
"This European Standard applies to bridge and gantry cranes able to travel by wheels on rails, runways or
roadway surfaces, and to gantry cranes without wheels mounted in a stationary position.".
2 Modifications to Clause 2, Normative references
Replace
"EN 1993-6:2007" with "EN 1993-6";
"EN 12077-2:1998+A1:2008" with "EN 12077-2";
"EN 13001-2:2004+A3:2009", with "EN 13001-2" and replace "effects" with "action" in the title;
"prEN 13001-3-1" with "EN 13001-3-1";
"EN 13557:2004" with "EN 13557:2003+A2:2008";
"EN 13586:2004+A1:2008" with "EN 13586".
Delete the following references:
"EN 13135-1, Cranes — Equipment — Part 1: Electrotechnical equipment
EN 13135-2:2004+A1:2010, Cranes — Equipment — Part 2: Non-electrotechnical equipment";
"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 (ISO 12100-2:2003)".
Add the following references:
"EN 13135, Cranes — Safety — Design — Requirements for equipment";
"EN ISO 12100, Safety of machinery — General principles for design — Risk assessment and risk reduction".
3 Modifications to Clause 3, Terms and definitions
st
Replace the 1 paragraph with the following one:
"For the purposes of this document, the terms and definitions given in EN ISO 12100, EN ISO 3744,
EN ISO 11202, EN ISO 11203, EN ISO 11204 and the following apply.".
Replace definition 3.1 with the following:
"crane able to move along rails or runways having at least one primarily horizontal girder and equipped with at
least one hoisting mechanism".
Replace definition 3.2 with the following:
"crane able to travel by wheels on rails, runways or roadway surfaces, or crane without wheels mounted in a
stationary position, having at least one primarily horizontal girder supported by at least one leg and equipped
with at least one hoisting mechanism".
4 Modifications to Clause 5, Safety requirements and/or protective measures
In 5.1
nd
First paragraph, 2 sentence, replace "EN ISO 12100-2" with "EN ISO 12100".
nd
2 bullet, replace "effects" with "actions".
rd
3 bullet, replace "prEN 13001-3-1" with "EN 13001-3-1".
th th
5 and 6 bullets, replace
"EN 13135-1, Cranes — Equipment — Part 1: Electrotechnical equipment;
EN 13135-2, Cranes — Equipment — Part 2: Non-electrotechnical equipment;"
with
"EN 13135, Cranes — Safety — Design — Requirements for equipment;".
In 5.2.1.2, first paragraph, replace "EN 13001-2:2004+A3:2009, Table 10" with " EN 13001-2".
nd rd
In 5.2.1.3.1, replace the 2 and 3 paragraphs with the following:
"For masses with unfavourable gravitational load effect the factors shall be taken as δ =0,10 and φ = 1,10,
and for masses with favourable gravitational load effect as δ =0,05 and φ = 0,95, unless other values are
obtained by measurements or calculations.".
nd
In 5.2.1.3.2.1, 2 Paragraph, replace the last sentence with the following:
"A calculation model for the determination of the dynamic rope force history at the hoisting event is presented
in Annex C."
In 5.2.1.3.2.4, first paragraph, replace "EN 13001-2:2004+A3:2009, Table 3" with "EN 13001-2".
rd
In 5.2.1.3.3, 3 paragraph, replace "EN 13001-2:2004+A3:2009, 4.2.2.3" with "EN 13001-2".
In 5.2.1.3.4
nd
2 paragraph, replace "EN 13001-2:2004+A3:2009, 4.2.2.4" with "EN 13001-2".
Replace Table 3 with the following:
"
Factor φ
Drive type
Considerabl
Typical
e backlash,
backlash for
e.g. open
gearbox
gears
Stepless speed control 1,2 1,5
Multi step speed control
1,6 2,0
Two step speed control
1,8 2,2
Single step speed control
2,0 2,4
".
Replace Table 4 with the following:
"
Drive type Factor φ Factor φ
5 5
lifting lowering
Stepless speed control 1,05 1,10
Multi step speed control
1,15 1,20
Two step speed control
1,20 1,35
Single step speed control
1,20 1,30
".
In 5.2.1.4.1
Replace the 2nd paragraph with the following:
"In general the skewing forces shall be addressed to load combination B. Where the crane is provided with
continuously active anti-skew devices, the forces, without the benefit of anti-skew devices (e.g. failure of the
device), shall be addressed to load combination C.".
In Note 1, replace "EN 13001-2:2004+A3:2009, 4.2.3.4" with "EN 13001-2".
In 5.2.1.4.2, replace Table 6 with the following:
"
Skew Skew angle resulting from Flanged wheels Guide rollers
component
α = s /W  when s ≤ s
g gmin b g g min
Track clearance
α
g α =0,75⋅s /W when s > s
g g b g g min
Crane travelling; Recommended minimum
s = 10 mm s = 5 mm
gmin gmin
track clearances
Trolley traversing; Recommended minimum
s = 4 mm s = 2 mm
gmin gmin
track clearances
α = 0,001 rad
Tolerances (wheel alignment and straightness
α
t
t
of the rail)
Wear of wheel flanges/rollers and rails

α =0,10⋅b /W α =0,03⋅b /W
α
w h b w h b
w
".
In 5.2.1.4.3
In Formula (4), replace
"µ is the adhesion factor equal to 0,30;"
with the following:
"μ is the friction factor:
μ = 0,3 for cleaned rails;
μ = 0,2 for non-cleaned rails in usual environment;".
Delete the last paragraph.
nd nd
In 5.2.1.4.4, Table 7, in 2 row and 2 column replace the cell with the following:
"
Bridge crane, trolley. Even, horizontal, almost
stiff. Guide means on one or both end
carriages.
".
In 5.2.1.5.1, replace the last paragraph with the following:
"The force F shall be assigned to the corresponding load and stability combinations C of EN 13001-2.".
max.L
In 5.2.1.5.2
nd
Replace the last sentence in the 2 paragraph with the following:
"Guidance of a calculation method is given in the corresponding annex of EN 13001-2.".
Replace the last paragraph with the following:
"The force F shall be assigned to the corresponding load and stability combinations C of EN 13001-2.".
max.L
nd
In 5.2.1.7, Last paragraph, 2 sentence, replace "loads" with "forces".
In 5.2.2.1, replace "prEN 13001-3-1" with "EN 13001-3-1".
In 5.2.2.3, replace the whole subclause with the following:
"Trolley wheels generally transmit vertical and horizontal wheel loads. The effects of these wheel loads on the
supporting structure shall be taken into account in combination with global stresses.
Distribution of wheel loads of a crane or a trolley shall not be considered equalised unless equalising is
ensured by appropriate arrangements (e.g. pinned bogies, balancers, flexibility of structures).
Stresses in the web under the rail, resulting from vertical wheel loads, shall be calculated in conformance with
EN 13001-3-1. When passing over girder cuts (e.g. from main girder to cantilever), the effective distribution
length is halved, which shall be taken into account in the calculation.
NOTE Annex F presents one permissible method to determine the stresses in the case of cranes with the trolley
travelling on the lower flange of the girder.
The local stress due to the wheel load shall be combined with the global normal and shear stresses for the
determination of the equivalent stress in accordance with the principles given in EN 13001-3-1.
For fatigue assessment in accordance with EN 13001-3-1
• the total number of wheel overruns at the mostly loaded position shall be taken into account;
• For top-running trolleys, where the weld joint of flange/web is subjected only to transverse
compressive stresses, the weld may be regarded as a fail-safe component, when selecting the
;
specific resistant factor γ
mf
• For under hung hoists travelling on the bottom flange of a girder, th
...