TECHNICAL PAPERS
May 1, 2009

Offshore Heavy Lift Rigging Analysis Using Spreadsheet

Publication: Practice Periodical on Structural Design and Construction
Volume 14, Issue 2

Abstract

A practical solution for offshore heavy lift rigging analysis using spreadsheet is presented in this paper. The procedure employed is based on the stiffness method with nonlinear geometrical considerations. The method is able to consider variations in the location of the center of gravity and slings make up in a quick and rational manner. The spreadsheet uses embedded visual basic macros to perform most of the computations. Parametric studies of heavy lifts can be performed easily using the spreadsheet to assess the sensitivity of the variables of the lift system. A simplified direct equation for skew load factor is proposed based on the results of the parametric studies.

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References

Acaster, S. M. (1977). “Development of cable laid slings.” Proc., 9th Offshore Technology Conf., OTC 2928, 393–400.
American Petroleum Institute (API). (2000). Recommended practice for planning, designing and constructing fixed offshore platforms—Working stress design, API RP 2A-WSD, API Publishing Services, Washington, D.C.
Brown and Root Vickers Technology Ltd. (1991). “Heavy lift criteria final report—A joint industry project.” U.K.
Bunce, J. W., McKee, D., and Wyatt, T. A. (1982). “Development of unified design criteria for heavy lift operations.” Proc., 14th Offshore Technology Conf., OTC 4192, 307–320.
Crull, C. M. (1990). “Direct determination of sling tensions in heavy rigging.” Proc., 22nd Offshore Technology Conf., OTC 6395, 455–462.
Det Norske Veritas (DnV). (1985). “Standard for insurance warranty surveys in marine operations. Part 2: Recommended practices—RP5 lifting.” DnV, Norway.
Det Norske Veritas (DnV). (1996). “Rules for planning and execution of marine operations. Part 2: Chap. 5: Lifting.” DnV, Norway.
Engineering Dynamics Inc. (2006). SACS® structural analysis computer system, user’s manual, Kenner, La.
Mawer, S. J., Hamilton, J., and Blanken, D. T. (1993). “Assessment of lift criteria.” Proc., Offshore 93: Installation of Major Offshore Structures and Equipment, 59–73.
Mayfield, J. G., and Zimmerman, M. E. (1986). “Notes on heavy lift design.” Proc., 18th Offshore Technology Conf., OTC 5346, 509–522.
Sekita, K., Kimura, H., and Tatsuta, M. (1986). “Dynamic lifting analysis of offshore structures.” Proc., 18th Offshore Technology Conf., OTC 5287, 547–554.
U.K. Health and Safety Executive. (1987). “Cable laid slings and grommets.” Guidance Note No. PM20, HSE, London.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 14Issue 2May 2009
Pages: 63 - 69

History

Received: Oct 19, 2007
Accepted: Jul 23, 2008
Published online: May 1, 2009
Published in print: May 2009

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Authors

Affiliations

Ming-Tuck Sam, M.ASCE
Manager, Real Offshore Marine Engineering, C710 Metropolitan SQ Mall, Jln PJU 8/1, Bandar Damansara Perdana, 47820 Petaling Jaya, Selangor, Malaysia; formerly, Advisor, TL Offshore.

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