TECHNICAL PAPERS
Dec 1, 1985

Effective Length of Luffing Jibs

Publication: Journal of Structural Engineering
Volume 111, Issue 12

Abstract

The side‐sway effective length of a crane jib is investigated. For jibs with uniform cross section, restraints provided by the derrick, hoist cable and tower are also considered. When the jib end is completely fixed at the pivot, an improved approximate analysis for the effective length is presented. For a varying moment of inertia cross section, the stability equation is derived. Based on the computational results, the approximate formula for effective length is developed with sufficient accuracy.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bleich, F., “Buckling Strength of Metal Structures,” McGraw‐Hill Book Co., Inc., New York, NY, 1952.
2.
British Standard B.S. Report on Permissible Stresses in Crane Structures, 3573, 1977.
3.
Chajes, A., “Principles of Structural Stability Theory,” Prentice‐Hall, Inc., Englewood Cliffs, NJ, 1974.
4.
Dinnik, A. N., “Design of Columns of Varying Cross Section,” Transactions ASME, Vol. 51, No. 16, May–Aug., 1929, pp. 105–109,
and Vol. 54, No. 18, Sept. 30, 1932, pp. 165–171.
5.
Eden, J. F., and Wood, R. H., “Stiffness of a Crane Jib,” The Engineer, Vol. 210, July 29, 1960, pp. 181–187.
6.
“Handbook of Structural Stability,” Column Research Committee of Japan. 1971.
7.
Leigh, J. M., and Lay, M. G., “In‐Plane Buckling of Crane Jibs with Toplis Reeving,” Journal of the Structural Division, ASCE, Vol. 104, No. ST5, Paper 13748, May, 1978, pp. 795–808.
8.
Simitses, G. J., “An Introduction to the Elastic Stability of Structures,” Prentice‐Hall, Inc., Englewood Cliffs, NJ, 1976.
9.
Timoshenko, S. P., and Gere, J. M., “Theory of Elastic Stability,” McGraw‐Hill Book Co., Inc., New York, NY, 1961.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 111Issue 12December 1985
Pages: 2532 - 2544

History

Published online: Dec 1, 1985
Published in print: Dec 1985

Permissions

Request permissions for this article.

Authors

Affiliations

Bosheng Qin
Research Engr., Research Inst. of Construction Machinery, People's Republic of China; formerly Visiting Scholar, Univ. of Colorado, Boulder, CO 80309
Chuan C. Feng, F. ASCE
Prof. of Civ. Engrg., Univ. of Colorado, Boulder, CO 80309

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share