TECHNICAL NOTES
Sep 1, 1987

Load Factors for Limit States Codes

Publication: Journal of Structural Engineering
Volume 113, Issue 9

Abstract

A procedure is presented which is suitable for determining statistically based load factors for use in loading codes, without consideration of the statistics of the material of construction. This procedure involves investigating the probability of exceeding the factored design loads during the service life of the structure. The probability of exceeding the design load is defined in terms of a load index. In the development of limit states material codes the material factors can subsequently be determined using a full reliability analysis. The load index implied in the American loading code ANSI A58.1–1982 and i the American concrete code ACI 318–1983 are investigated.

Get full access to this article

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

References

1.
American Concrete Inst. (1983). “Building code requirements for reinforced concrete, ACI 318‐83.” Detroit, Mich.
2.
American Nat. Standards Inst. (1982). “Building code requirements for minimum desien loads in buildings and other structures, ANSI A58.1‐1982.” New York, N.Y.
3.
Ellingwood, B., Galambos, T. V., MacGregor, J. G., and Cornell, C. A. (1980). “Development of a probability based load criterion for American National Standard ASS.” NBS Special Publ. SP577, Nat. Bureau of Standards, Washington, D.C.
4.
Leicester, R. H. (1985). “Computation of a safety index.” Civ. Engrg. Trans., CE27(1), 55–61.
5.
Milford, R. V. (1985). “Development of load factors for inclusion in SABS 0160 (The general procedures and loadings to be adopted for the design of buildings).” Internal Rpt. 85/11, Struct, and Geotech. Engrg. Div., Nat. Building Res. Inst., CSIR, Pretoria, S. Africa.
6.
Milford, R. V. (1986). “The development of load factors for SABS 0160.” Seminar on Future Devel. in Limit State Design with Particular Reference to Concrete, Steel and Timber, Portland Cement Institute, Portland Park, S. Africa.
7.
Pham, L. (1985). “Load combinations and probabilistic load models for limit state codes.” Civ. Engrg. Trans., CE27(1), 62–67.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 113Issue 9September 1987
Pages: 2053 - 2057

History

Published online: Sep 1, 1987
Published in print: Sep 1987

Permissions

Request permissions for this article.

Authors

Affiliations

R. V. Milford
Nat. Building Res. Inst., Council for Scientific and Indust. Res., P.O. Box 395, Pretoria, South Africa

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.

Cited by

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