{"id":264929,"date":"2024-10-19T17:40:05","date_gmt":"2024-10-19T17:40:05","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-13001-22014\/"},"modified":"2024-10-25T13:34:42","modified_gmt":"2024-10-25T13:34:42","slug":"bs-en-13001-22014","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-13001-22014\/","title":{"rendered":"BS EN 13001-2:2014"},"content":{"rendered":"

This European Standard specifies load actions to be used together with the standard EN 13001-1 and EN 13001-3, and as such they specify conditions and requirements on design to prevent mechanical hazards of cranes, and provides a method of verification of those requirements.<\/p>\n

\n

NOTE Specific requirements for particular types of crane are given in the appropriate European Standard for the particular crane type.<\/p>\n<\/blockquote>\n

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:<\/p>\n

    \n
  1. \n

    Instability of the crane or its parts (tilting).<\/p>\n<\/li>\n

  2. \n

    Exceeding the limits of strength (yield, ultimate, fatigue).<\/p>\n<\/li>\n

  3. \n

    Elastic instability of the crane or its parts (buckling, bulging).<\/p>\n<\/li>\n

  4. \n

    Exceeding temperature limits of material or components.<\/p>\n<\/li>\n

  5. \n

    Exceeding the deformation limits.<\/p>\n<\/li>\n<\/ol>\n

    This document is not applicable to cranes that are manufactured before the date of its publication as EN.<\/p>\n

    PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
    PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
    5<\/td>\nForeword <\/td>\n<\/tr>\n
    6<\/td>\nIntroduction <\/td>\n<\/tr>\n
    7<\/td>\n1 Scope
    2 Normative references
    3 Terms, definitions, symbols and abbreviations
    3.1 Terms and definitions <\/td>\n<\/tr>\n
    8<\/td>\n3.2 Symbols and abbreviations
    Table 1 \u2014 Symbols and abbreviations <\/td>\n<\/tr>\n
    12<\/td>\n4 Safety requirements and\/or measures
    4.1 General
    4.2 Loads
    4.2.1 General
    4.2.1.1 Introduction
    4.2.1.2 Regular loads
    4.2.1.3 Occasional loads <\/td>\n<\/tr>\n
    13<\/td>\n4.2.1.4 Exceptional loads
    4.2.2 Regular loads
    4.2.2.1 Hoisting and gravity effects acting on the mass of the crane <\/td>\n<\/tr>\n
    14<\/td>\n4.2.2.2 Hoisting an unrestrained grounded load
    Figure 1 \u2014 Dynamic effects when hoisting a grounded load
    Table 2 \u2014 Stiffness classes <\/td>\n<\/tr>\n
    15<\/td>\nTable 3 \u2014 Characteristic hoisting speeds vh for calculation of \u03d52 and \u03d52C
    Table 4 \u2014 Selection of \u03d52,min <\/td>\n<\/tr>\n
    16<\/td>\n4.2.2.3 Sudden release of a part of the hoist load
    Figure 2 \u2014 Factor \u03d53
    4.2.2.4 Loads caused by travelling on uneven surface <\/td>\n<\/tr>\n
    17<\/td>\nFigure 3 \u2014 Single mass model of a crane for determining the factor \u03d54 <\/td>\n<\/tr>\n
    18<\/td>\n4.2.2.5 Loads caused by acceleration of drives <\/td>\n<\/tr>\n
    19<\/td>\nFigure 6 \u2014 Factor \u03d55 <\/td>\n<\/tr>\n
    20<\/td>\nFigure 7 \u2014 Forces acting on rail mounted cranes or trolleys with asymmetrical mass distribution, forces due to acceleration by travel drives
    4.2.2.6 Loads determined by displacements
    4.2.3 Occasional loads
    4.2.3.1 Loads due to in-service wind <\/td>\n<\/tr>\n
    21<\/td>\nTable 5 \u2014 In-service wind states and design wind pressures <\/td>\n<\/tr>\n
    22<\/td>\nFigure 8 \u2014 Correlation of the mean wind velocity , the Beaufort scale and the in-service wind states
    4.2.3.2 Snow and ice loads
    4.2.3.3 Loads due to temperature variation
    4.2.3.4 Loads caused by skewing <\/td>\n<\/tr>\n
    23<\/td>\nFigure 9 \u2014 Different combinations of wheel pairs <\/td>\n<\/tr>\n
    24<\/td>\nFigure 10 \u2014 Positions of wheel pairs <\/td>\n<\/tr>\n
    25<\/td>\nFigure 11 \u2014 Loads acting on crane in skewed position <\/td>\n<\/tr>\n
    26<\/td>\nTable 6 \u2014 Skew angle <\/td>\n<\/tr>\n
    27<\/td>\nTable 7 \u2014 Values of \u03be1i, \u03be2i, \u03bd1i and \u03bd2i
    4.2.4 Exceptional loads
    4.2.4.1 Loads caused by hoisting a grounded load at maximum hoisting speed
    4.2.4.2 Loads due to out-of-service wind <\/td>\n<\/tr>\n
    30<\/td>\nFigure 12 \u2014 Map of Europe indicating regions where the same reference storm wind velocities are applicable <\/td>\n<\/tr>\n
    31<\/td>\nTable 8 \u2014 Reference storm wind velocities in dependence on regions in Europe as shown in Figure 12
    4.2.4.3 Test loads
    4.2.4.4 Loads due to buffer forces <\/td>\n<\/tr>\n
    32<\/td>\nFigure 13 \u2014 Factor \u03be for different buffers characteristics <\/td>\n<\/tr>\n
    33<\/td>\n4.2.4.5 Loads due to tilting forces
    4.2.4.6 Loads caused by emergency cut-out
    4.2.4.7 Loads due to dynamic cut-off of hoisting movement by lifting force limiters <\/td>\n<\/tr>\n
    34<\/td>\n4.2.4.8 Loads due to dynamic cut-off of radial movement by lifting moment limiter
    4.2.4.9 Unintentional loss of hoist load <\/td>\n<\/tr>\n
    35<\/td>\n4.2.4.10 Loads caused by apprehended failure of mechanism or components
    4.2.4.11 Loads due to external excitation of the crane support
    4.2.4.12 Loads caused by erection, dismantling and transport
    4.2.4.13 Loads on means provided for access
    4.3 Load combinations
    4.3.1 General <\/td>\n<\/tr>\n
    36<\/td>\n4.3.2 High risk situations
    4.3.3 Favourable and unfavourable masses <\/td>\n<\/tr>\n
    37<\/td>\nFigure 14 \u2014 Illustration of favourable and unfavourable masses
    4.3.4 Partial safety factors for the mass of the crane
    Table 9 \u2014 Values of factor for the mass of the crane <\/td>\n<\/tr>\n
    38<\/td>\n4.3.5 Partial safety factors to be applied to loads determined by displacements
    Table 10 \u2014 Values of the partial safety factors to be applied to loads due to intended displacements
    Table 11 \u2014 Values of the partial safety factors to be applied to loads due to unintended displacements <\/td>\n<\/tr>\n
    39<\/td>\n4.3.6 Load combinations for the proof of competence <\/td>\n<\/tr>\n
    40<\/td>\nTable 12a \u2014 Loads, load combinations and partial safety factors <\/td>\n<\/tr>\n
    41<\/td>\nTable 12b \u2014 Loads, load combinations and partial safety factors <\/td>\n<\/tr>\n
    42<\/td>\n4.3.7 The proof of crane stability <\/td>\n<\/tr>\n
    43<\/td>\nTable 13 \u2014 Load combinations and partial safety factors for the proof of crane stability <\/td>\n<\/tr>\n
    44<\/td>\nAnnex A (informative) Aerodynamic coefficients
    A.1 General
    Figure A.1 \u2014 Reduction factor \u03c8 related to the aerodynamic slenderness ratio \u03bb and the solidity ratio \u03c6 <\/td>\n<\/tr>\n
    45<\/td>\nFigure A.2 \u2014 Example of a lattice structure member <\/td>\n<\/tr>\n
    46<\/td>\nTable A.1 \u2014 Relative aerodynamic length \u03b1r <\/td>\n<\/tr>\n
    47<\/td>\nSome aerodynamic coefficients of individual members and of lattice structure members are given in dependence on the Reynolds number Re which is established as follows
    A.2 Individual members <\/td>\n<\/tr>\n
    48<\/td>\nTable A.2 \u2014 Aerodynamic coefficients co for individual members of circular sections <\/td>\n<\/tr>\n
    49<\/td>\nFigure A.3 \u2014 More detailed aerodynamic coefficients co for individual members of circular sections related to Re
    Figure A.4 \u2014 Definition of the angle \u03b2 of the wind direction and corresponding wind forces <\/td>\n<\/tr>\n
    50<\/td>\nTable A.3 \u2014 Aerodynamic coefficients coy, coz for individual flat sided structural members <\/td>\n<\/tr>\n
    52<\/td>\nTable A.4 \u2014 Aerodynamic coefficients co for individual structural members of triangular and rectangular hollow sections <\/td>\n<\/tr>\n
    53<\/td>\nA.3 Plane and spatial lattice structure members
    Table A.5 \u2014 Characteristic areas A and aerodynamic coefficients co for plane and spatial lattice structure members <\/td>\n<\/tr>\n
    54<\/td>\nFigure A.5 \u2014 Aerodynamic coefficients co of plane lattice structure members in dependence on \u03c6, having circular and non-circular individual members
    Figure A.6 \u2014 Aerodynamic coefficients co of spatial lattice structure members in dependence on \u03c6, having circular and non-circular individual members
    Figure A.7 \u2014 Aerodynamic coefficients co of plane lattice structure members in dependence on Re and \u03c6, having circular individual members <\/td>\n<\/tr>\n
    55<\/td>\nFigure A.8 \u2014 Aerodynamic coefficients co of spatial lattice structure members with triangular (a) and square cross section (b) in dependence on Re and \u03c6, having circular individual members
    A.4 Structural members in multiple arrangement <\/td>\n<\/tr>\n
    56<\/td>\nTable A.6 \u2014 Characteristic areas A and aerodynamic coefficients co of structural members in multiple arrangement
    Figure A.9 \u2014 Shielding factor \u03b7 for structural members in multiple arrangement <\/td>\n<\/tr>\n
    57<\/td>\nAnnex B (informative) Illustration of the types of hoist drives
    Figure B.1 \u2014 \u03c9 and F
    Table B.1 \u2014 Hoist drive types <\/td>\n<\/tr>\n
    60<\/td>\nAnnex C (informative) Calculation of load factor for indirect lifting force limiter
    Figure C.1 \u2014 Hoist system with indirect lifting force limiter, force in the hoist system and motor speed by time in stall load condition <\/td>\n<\/tr>\n
    62<\/td>\nAnnex D (informative) Guidance on selection of the risk coefficient
    Table D.1 \u2014 Classes for enhanced risks <\/td>\n<\/tr>\n
    63<\/td>\nTable D.2 \u2014Selection of risk coefficients <\/td>\n<\/tr>\n
    64<\/td>\nAnnex E (informative) Selection of a suitable set of crane standards for a given application <\/td>\n<\/tr>\n
    65<\/td>\nAnnex ZA (informative) Relationship between this European Standard and the Essential Requirements of EU Directive 2006\/42\/EC <\/td>\n<\/tr>\n
    66<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

    Crane safety. General design – Load actions<\/b><\/p>\n\n\n\n\n
    Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
    BSI<\/b><\/a><\/td>\n2014<\/td>\n68<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":264933,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[836,2641],"product_tag":[],"class_list":{"0":"post-264929","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-53-020-20","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/264929","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/264933"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=264929"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=264929"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=264929"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}