TECHNICAL PAPERS
Dec 1, 1997

Design Live Loads for Classrooms in United States and Mexico

Publication: Journal of Structural Engineering
Volume 123, Issue 12

Abstract

A live-load survey was performed on classrooms of several public schools in Mexico City. The results obtained were used in a probabilistic Monte Carlo analysis oriented to obtaining the distribution function of the maximum total live loads on classrooms for different areas and for a 100-year time interval. The exceedance probabilities of the values specified by the Federal District Mexican Building Code, RCDF-1993, and by ASCE7-1995 are calculated. The probabilities found for RCDF-1993 are excessively small. Based on this, a new design live load value is proposed for this code.

Get full access to this article

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

References

1.
Ellingwood, B., and Culver, C.(1977). “Analysis of live loads in office buildings.”J. Struct. Div., ASCE, 8, 1551–1560.
2.
Harris, M. E., Corotis, R. B., and Bova, C. J.(1981). “Area-dependent process for structural live loads.”J. Struct. Div., ASCE, 107(5), 857–872.
3.
McGuire, R. K., and Cornell, C. A.(1974). “Live loads' effects in office buildings.”J. Struct. Div., ASCE, 7, 1351–1366.
4.
Peir, J., and Cornell, C. A.(1973). “Spatial and temporal variability of live loads.”J. Struct. Div., ASCE, 5, 903–922.
5.
Ruiz, S. E., and Soriano, J. A. (1997). “Design live loads for office buildings in Mexico and USA.”J. Struct. Engrg., ASCE, 123(6).
6.
Sampayo, A., Ruiz, S. E., Vázquez, M., Cervantes, G., and Soriano, J. A. (1996). “Estudio estadístico sobre cargas actuantes en aulas de escuelas en el Distrito Federa.”Rep. Prepared for Fed. Dist. Dept., DDF-UNAM CA/032/96, Inst. of Engrg., Nat. Univ. of Mexico, Mexico D. F. (in Spanish).
7.
Wen, Y.-K.(1977). “Statistical combination of extreme loads.”J. Struct. Div., ASCE, 5, 1079–1093.
8.
Wen, Y.-K.(1979). “Statistics of extreme live loads.”J. Struct. Div., ASCE, 10, 1893–1900.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 123Issue 12December 1997
Pages: 1652 - 1657

History

Published online: Dec 1, 1997
Published in print: Dec 1997

Permissions

Request permissions for this article.

Authors

Affiliations

Sonia E. Ruiz
Prof. of Civ. Engrg., Instituto de Ingeniería, Nat. Univ. of Mexico, Apdo. Postal 70-472, 04510 Mexico, D. F., Mexico.
Antonio Sampayo-Trujillo
Res. Asst., Dept. of Appl. Mech., Instituto de Ingeniería, Nat. Univ. of Mexico, Apdo. Postal 70-472, 04510, Mexico D. F., Mexico.

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