search.noResults

search.searching

saml.title
dataCollection.invalidEmail
note.createNoteMessage

search.noResults

search.searching

orderForm.title

orderForm.productCode
orderForm.description
orderForm.quantity
orderForm.itemPrice
orderForm.price
orderForm.totalPrice
orderForm.deliveryDetails.billingAddress
orderForm.deliveryDetails.deliveryAddress
orderForm.noItems
proceed to the next step. In the worst case, when no suit- able set-up can be found with the initial parameters, then an overall design change of the rigging could be required (red box ‘Revise rigging’).


New guidance on achieving stable lifting operations


FIGURE 1.1 Stable primary suspensions


November 2024


GUIDANCE ON STABILITY OF LIFTS


Heavy Lift Exchange Forum


Abbreviations and Definitions Primary and secondary suspension


Step 3 – Is the CoG above the lifting points? If the CoG is positioned below the lifting points the lift is generally considered stable. The user could then proceed to the next step. But when the CoG is located above the lifting points then the lift can potentially become unstable. This is the case when the CoG is positioned outside the primary suspension and the system cannot find an upright equilibrium state when the lifting operation commences. For more complex configurations with multiple suspensions – i.e. when beams or spreader bars are used – the stability of the arrangement becomes even more complex and requires a careful analysis.


3.1 Assess stability of the lift Various methods are available to assess the stability of a lift arrangement. An overview and comparison of methods that are widely used in the industry is elaborated in the next section. These methods have in common that the stability of a lift is expressed by a metacentric height, analogous to the GM in evaluating stability of ships. This metacentric height is the vertical distance between the (virtual) CoG of the cargo and the suspension point of the lift – typically the crane hook.


The methods presented here are:


• Visual check of virtual CoG • Kaps method • Nikitin method • Numerical computer simulations


arrangement, eventually resulting in a potentially unstable condition. Relevant parameters for the operation could be quantified, with the results documented in the operational procedure.


Guidance on stability of lifts


Guidance on Stability of Lifts has been developed by a sub-working group of the Heavy Lift Exchange Forum, a DNV-initiated round table for heavy-lift shipping companies. Members of the working group are from the companies BBC Chartering, BigLift Shipping, DNV, Heerema, Jumbo Maritime, SAL Engineering and United Heavy Lift.


Possible limits to be set:


What is best practice when it comes to cranes lifting loads onto, off and between ships in port or at sea? New guidance from an industry forum initiated by DNV dives into the key considerations and calculations to help ensure these hazardous operations are performed safely to reduce the risk of loss to life, property and the environment.


• CoG envelope • Tilt limits • Maximum wind speeds • Tugger arrangement and loads • Maximum wave height, period and heading • Crane motions • Temperature and visibility


“The paper Guidance on Stability of Lifts plugs a gap among the many guidance documents available for operations in the maritime sphere,” says Karsten Behrens, Managing Director of SAL Engineering GmbH. “It enables readers to assess the stability of particular lifting arrangements by using the provided methods and data. This puts them in the position to achieve a ‘stable lift’, which is one that remains in a balanced condition, within a safe margin, when subjected to predefined disturbing factors.”


Step 5 – Preparing final rigging plan The rigging plan, complying with the selected criteria, will be finalized and added to the operational procedure.


What is in Guidance on Stability of Lifts?


The paper explains currently available calculation


Where applicable, the stability of the lift must be assessed in both longitudinal and transversal plane, e.g. in a configuration with a lifting beam and 2 spreaders, where 2 triangles are created in perpendicular planes.


Definition of rigging components and geometry (Kaps 2013 ) GUIDANCE


methods, along with relevant explanations, guidance for assumptions on loads and factors, and background information.


Potentially unstable primary/secondary suspension arrangement


Transverse centre of suspension


Virtual centre of gravity


Transverse metacentric height


FIGURE 1.2 Potentially unstable primary/secondary suspension arrangement


Level of centre of gravity (CoG)


Level of lifting points


4.1 Sufficient workable range A final check shall be performed to determine if a suffi- ciently large workable range is obtained for safe execution of the lifting operation. In case the operational range is deemed unsatisfactory, the rigging plan should be revised (red box ‘Revise rigging’).


Ensuring the stability of lifting arrangements is of critical importance to mitigate the risk of damage.


The core of the paper is a flow chart for assessing the lifting stability of a rigging arrangement, which also reflects the common workflows of the participating project partners.


9


Primary suspension


Longitudinal centre of suspension


Secondary suspension


Longitudinal metacentric height


Centre of gravity


“The paper also helps the user to identify important factors for assessing the lifting stability and potentially dangerous combinations of them,” Behrens states.


62 | ISSUE 111 | MAR 2025 | THE REPORT


Following step-by-step guidance


In an easy-to-follow systematic approach, the guidance then works through details clarifying steps from the flow chart...


5


Source: Guidance on Stability of Lifts Guidance, Heavy Lift Exchange Forum, 2024


Page 1  |  Page 2  |  Page 3  |  Page 4  |  Page 5  |  Page 6  |  Page 7  |  Page 8  |  Page 9  |  Page 10  |  Page 11  |  Page 12  |  Page 13  |  Page 14  |  Page 15  |  Page 16  |  Page 17  |  Page 18  |  Page 19  |  Page 20  |  Page 21  |  Page 22  |  Page 23  |  Page 24  |  Page 25  |  Page 26  |  Page 27  |  Page 28  |  Page 29  |  Page 30  |  Page 31  |  Page 32  |  Page 33  |  Page 34  |  Page 35  |  Page 36  |  Page 37  |  Page 38  |  Page 39  |  Page 40  |  Page 41  |  Page 42  |  Page 43  |  Page 44  |  Page 45  |  Page 46  |  Page 47  |  Page 48  |  Page 49  |  Page 50  |  Page 51  |  Page 52  |  Page 53  |  Page 54  |  Page 55  |  Page 56  |  Page 57  |  Page 58  |  Page 59  |  Page 60  |  Page 61  |  Page 62  |  Page 63  |  Page 64  |  Page 65  |  Page 66  |  Page 67  |  Page 68  |  Page 69  |  Page 70  |  Page 71  |  Page 72  |  Page 73  |  Page 74  |  Page 75  |  Page 76  |  Page 77  |  Page 78  |  Page 79  |  Page 80  |  Page 81  |  Page 82  |  Page 83  |  Page 84  |  Page 85  |  Page 86  |  Page 87  |  Page 88  |  Page 89  |  Page 90  |  Page 91  |  Page 92  |  Page 93  |  Page 94  |  Page 95  |  Page 96  |  Page 97  |  Page 98  |  Page 99  |  Page 100  |  Page 101  |  Page 102  |  Page 103  |  Page 104  |  Page 105  |  Page 106  |  Page 107  |  Page 108  |  Page 109  |  Page 110  |  Page 111  |  Page 112  |  Page 113  |  Page 114  |  Page 115  |  Page 116  |  Page 117  |  Page 118  |  Page 119  |  Page 120  |  Page 121  |  Page 122  |  Page 123  |  Page 124  |  Page 125  |  Page 126  |  Page 127  |  Page 128  |  Page 129  |  Page 130  |  Page 131  |  Page 132  |  Page 133  |  Page 134  |  Page 135  |  Page 136  |  Page 137  |  Page 138  |  Page 139  |  Page 140  |  Page 141  |  Page 142  |  Page 143  |  Page 144  |  Page 145  |  Page 146  |  Page 147  |  Page 148