ISO 8686-1:2012
Cranes — Design principles for loads and load combinations — Part 1: General
ISO 8686-1:2012 establishes general methods for the calculating loads and principles to be used in the selection of load combinations for proofs of competence in accordance with ISO 20332 for the structural and mechanical components of cranes as defined in ISO 4306-1.
It is based on rigid-body kinetic analysis and elastostatic analysis but expressly permits the use of more advanced methods (calculations or tests) to evaluate the effects of loads and load combinations, and the values of dynamic load factors, where it can be demonstrated that these provide at least equivalent levels of competence.
ISO 8686-1:2012 provides for two distinct kinds of application: the general form, content and ranges of parameter values for more specific standards to be developed for individual crane types; a framework for agreement on loads and load combinations between a designer or manufacturer and a crane purchaser for those types of cranes where specific standards do not exist.
| Get this standard | Prices exclude GST | |
|---|---|---|
| PDF ( Single user document) |
$343.00 NZD
|
|
| HardCopy |
$389.00 NZD
|
|
| Networkable PDF |
Price varies
|
Section sec_1
Section sec_2
Section sec_3
Section sec_4
Table tab_1
Section sec_5
Section sec_5.1
Section sec_5.2
Section sec_5.3
Section sec_5.4
Section sec_6
Section sec_6.1
Section sec_6.1.1
Section sec_6.1.2
Section sec_6.1.2.1
Section sec_6.1.2.1.1
Figure fig_1
Section sec_6.1.2.1.2
Table tab_2a
Section sec_6.1.2.1.3
Table tab_2b
Section sec_6.1.2.1.4
Table tab_2c
Section sec_6.1.2.1.5
Section sec_6.1.2.2
Figure fig_2
Section sec_6.1.3
Section sec_6.1.3.1
Section sec_6.1.3.2
Section sec_6.1.4
Table tab_d
Figure fig_3
Section sec_6.1.5
Section sec_6.2
Section sec_6.2.1
Section sec_6.2.1.1
Section sec_6.2.1.2
Section sec_6.2.1.3
Section sec_6.2.2
Section sec_6.3
Section sec_6.3.1
Section sec_6.3.2
Section sec_6.3.3
Figure fig_4
Figure fig_5
Section sec_6.3.4
Section sec_6.3.5
Section sec_6.3.6
Section sec_6.3.7
Section sec_6.3.8
Section sec_6.4
Section sec_6.4.1
Section sec_6.4.2
Section sec_7
Section sec_7.1
Section sec_7.2
Section sec_7.3
Section sec_7.3.1
Section sec_7.3.2
Section sec_7.3.3
Section sec_7.3.4
Section sec_7.3.5
Section sec_7.3.6
Section sec_7.3.7
Section sec_7.3.7.1
Table tab_g
Figure fig_6
Section sec_7.3.7.2
Table tab_4
Section sec_7.3.7.3
Section sec_7.3.8
Table tab_5
Table tab_6
Section sec_7.4
Annex sec_A
Annex sec_A.1
Annex sec_A.2
Table tab_i
Figure fig_A.1
Annex sec_A.3
Table tab_j
Figure fig_A.2
Annex sec_B
Table tab_k
Figure fig_B.1
Annex sec_C
Annex sec_C.1
Annex sec_C.2
Figure fig_C.1
Annex sec_C.2.1
Figure fig_C.2
Annex sec_C.2.2
Figure fig_C.3
Annex sec_C.2.3
Annex sec_C.2.3.1
Annex sec_C.2.3.2
Annex sec_C.2.3.3
Annex sec_C.2.4
Figure fig_C.4
Annex sec_C.2.5
Annex sec_C.2.6
Annex sec_D
Annex sec_D.1
Table tab_l
Figure fig_D.1
Annex sec_D.2
Table tab_D.1
Annex sec_D.3
Annex sec_D.3.1
Table tab_m
Figure fig_D.2
Table tab_n
Figure fig_D.3
Annex sec_D.3.2
Table tab_o
Figure fig_D.4
Annex sec_D.4
Table tab_p
Figure fig_D.5
Annex sec_D.5
Table tab_r
Figure fig_D.6
Annex sec_D.6
Annex sec_D.7
Annex sec_D.8
Figure fig_D.7
Figure fig_D.8
Annex sec_E
Annex sec_E.1
Table tab_E.1
Table tab_s
Figure fig_E.1
Annex sec_E.2
Figure fig_E.2
Annex sec_E.3
Table tab_t
Figure fig_E.3
Table tab_E.2
Annex sec_E.3.1
Annex sec_E.3.2
Annex sec_E.4
Table tab_E.3
Annex sec_F
Figure fig_.1
Reference ref_1
Reference ref_2
Table tab_3
Table tab_7
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols
5 General
5.1 General principles
5.2 Methods of proof of competence calculations
5.3 Assessment of loads
5.4 Categories of loads
6 Loads and applicable factors
6.1 Regular loads
6.2 Occasional loads
6.3 Exceptional loads
6.4 Miscellaneous loads
7 Principles of choice of load combinations
7.1 Basic considerations
7.2 Load combinations during erection, dismantling and transport
7.3 Application of Table 3
7.4 Partial safety factors for the proof of rigid body stability
Annex A (normative) Application of allowable stress method and limit state method of design
Annex B (informative) General guidance on application of dynamic factors ϕ
Annex C (informative) Example of model for estimating value of dynamic factor ϕ4 for cranes travelling on rails
Annex D (informative) Example of determination of loads caused by acceleration
Annex E (informative) Example of method for analysing loads due to skewing
Annex F (informative) Illustration of types of hoist drives
Bibliography
Previous versions
Keep me up-to-date
Sign up to receive updates when there are changes to this standard
Related Information
Similar Standards
-
AS/NZS 1418.10:2011 A1
Cranes, hoists and winches - Part 10: Mobile elevating work platforms: Amendment 1:2017 -
AS/NZS 1418.10:2025
Cranes, hoists and winches – Part 10: Mobile elevating work platforms
-
AS/NZS 2550.9:1996
Cranes - Safe use - Vehicle hoists
-
BS 3037-1:1958
Specification for tyres for crane rail wheels, Double-flanged parallel-tread tyres
Section sec_1
Section sec_2
Section sec_3
Section sec_4
Table tab_1
Section sec_5
Section sec_5.1
Section sec_5.2
Section sec_5.3
Section sec_5.4
Section sec_6
Section sec_6.1
Section sec_6.1.1
Section sec_6.1.2
Section sec_6.1.2.1
Section sec_6.1.2.1.1
Figure fig_1
Section sec_6.1.2.1.2
Table tab_2a
Section sec_6.1.2.1.3
Table tab_2b
Section sec_6.1.2.1.4
Table tab_2c
Section sec_6.1.2.1.5
Section sec_6.1.2.2
Figure fig_2
Section sec_6.1.3
Section sec_6.1.3.1
Section sec_6.1.3.2
Section sec_6.1.4
Table tab_d
Figure fig_3
Section sec_6.1.5
Section sec_6.2
Section sec_6.2.1
Section sec_6.2.1.1
Section sec_6.2.1.2
Section sec_6.2.1.3
Section sec_6.2.2
Section sec_6.3
Section sec_6.3.1
Section sec_6.3.2
Section sec_6.3.3
Figure fig_4
Figure fig_5
Section sec_6.3.4
Section sec_6.3.5
Section sec_6.3.6
Section sec_6.3.7
Section sec_6.3.8
Section sec_6.4
Section sec_6.4.1
Section sec_6.4.2
Section sec_7
Section sec_7.1
Section sec_7.2
Section sec_7.3
Section sec_7.3.1
Section sec_7.3.2
Section sec_7.3.3
Section sec_7.3.4
Section sec_7.3.5
Section sec_7.3.6
Section sec_7.3.7
Section sec_7.3.7.1
Table tab_g
Figure fig_6
Section sec_7.3.7.2
Table tab_4
Section sec_7.3.7.3
Section sec_7.3.8
Table tab_5
Table tab_6
Section sec_7.4
Annex sec_A
Annex sec_A.1
Annex sec_A.2
Table tab_i
Figure fig_A.1
Annex sec_A.3
Table tab_j
Figure fig_A.2
Annex sec_B
Table tab_k
Figure fig_B.1
Annex sec_C
Annex sec_C.1
Annex sec_C.2
Figure fig_C.1
Annex sec_C.2.1
Figure fig_C.2
Annex sec_C.2.2
Figure fig_C.3
Annex sec_C.2.3
Annex sec_C.2.3.1
Annex sec_C.2.3.2
Annex sec_C.2.3.3
Annex sec_C.2.4
Figure fig_C.4
Annex sec_C.2.5
Annex sec_C.2.6
Annex sec_D
Annex sec_D.1
Table tab_l
Figure fig_D.1
Annex sec_D.2
Table tab_D.1
Annex sec_D.3
Annex sec_D.3.1
Table tab_m
Figure fig_D.2
Table tab_n
Figure fig_D.3
Annex sec_D.3.2
Table tab_o
Figure fig_D.4
Annex sec_D.4
Table tab_p
Figure fig_D.5
Annex sec_D.5
Table tab_r
Figure fig_D.6
Annex sec_D.6
Annex sec_D.7
Annex sec_D.8
Figure fig_D.7
Figure fig_D.8
Annex sec_E
Annex sec_E.1
Table tab_E.1
Table tab_s
Figure fig_E.1
Annex sec_E.2
Figure fig_E.2
Annex sec_E.3
Table tab_t
Figure fig_E.3
Table tab_E.2
Annex sec_E.3.1
Annex sec_E.3.2
Annex sec_E.4
Table tab_E.3
Annex sec_F
Figure fig_.1
Reference ref_1
Reference ref_2
Table tab_3
Table tab_7
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols
5 General
5.1 General principles
5.2 Methods of proof of competence calculations
5.3 Assessment of loads
5.4 Categories of loads
6 Loads and applicable factors
6.1 Regular loads
6.2 Occasional loads
6.3 Exceptional loads
6.4 Miscellaneous loads
7 Principles of choice of load combinations
7.1 Basic considerations
7.2 Load combinations during erection, dismantling and transport
7.3 Application of Table 3
7.4 Partial safety factors for the proof of rigid body stability
Annex A (normative) Application of allowable stress method and limit state method of design
Annex B (informative) General guidance on application of dynamic factors ϕ
Annex C (informative) Example of model for estimating value of dynamic factor ϕ4 for cranes travelling on rails
Annex D (informative) Example of determination of loads caused by acceleration
Annex E (informative) Example of method for analysing loads due to skewing
Annex F (informative) Illustration of types of hoist drives
Bibliography