TECHNICAL NOTES
Jun 1, 1985

Moment Determination for Moving Load Systems

Publication: Journal of Structural Engineering
Volume 111, Issue 6

Abstract

An accurate method is described for the determination of the curves of maximum moments for beams loaded with moving loads. This method avoids errors in the range of 15 percent produced by the commonly used approximation techniques. It applies to simple beams and to beams overhanging their supports. The basic idea of the method is to replace each of the moving load systems by a virtual system of stationary loads. The moments and the reactions produced by this virtual system are equal to the maximum moments and to the maximum reactions respectively produced by the actual moving system of loads. Examples of the application of the theory are given for some simple loading conditions.

Get full access to this article

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

References

1.
Gaylord, E. J., Jr., and Gaylord, C. M., Structural Engineering Handbook, McGraw Hill Book Company, New York, N.Y., 1968, p. 18–3.
2.
Manual of Bridge Design Practice, 2nd Ed., State of California, Highway Transportation Agency, 1963, pp. 3–10 and 3–11.
3.
Timoshenco, S., and MacCullough, G. H., Elements of Strength of Materials, 3rd Ed., D. Van Nostrand Company, Inc., New York, N.Y., 1949, pp. 105–106.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 111Issue 6June 1985
Pages: 1401 - 1406

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

Marius B. Wechsler, M. ASCE
Sr. Engr., Bechtel Power Corp., Norwalk, Calif. 90650

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