TECHNICAL PAPERS
Feb 1, 1993

History of Steel Beam‐Column Design

Publication: Journal of Structural Engineering
Volume 119, Issue 2

Abstract

Design guidance for structural steel members under combined axial and transverse loads, or beam‐columns, has evolved from very simple assumptions to the present ultimate‐strength approaches. The changes in design recommendations have paralleled the state of knowledge of the behavior of these structural elements. Early elastic models have given way to an understanding of inelastic behavior. This paper follows the advances in design recommendations for these members from the late 19th century to the present specifications, including load and resistance factor design. An example of the application of these methods to a typical steel beam‐column is shown. This information on past design methods will be of assistance to structural engineers involved with rehabilitation of vintage structures.

Get full access to this article

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

References

1.
Beedle, L. S. (1964). Structural steel design. Ronald Press, New York, N. Y.
2.
Bjorhovde, R. (1988). “Columns: From theory to practice.” AISC Engrg., J., 25(1), 21–34.
3.
Burt, H. J. (1917). Steel construction. American Technical Society, Chicago, Ill.
4.
Chen, W. F., and Lui, E. M. (1985). “Columns with end restraint and bending in load and resistance factor design.” AISC Engrg. J., 22(3), 105–132.
5.
Fuller, A. H., and Kerekes, F. (1931). Analysis and design of steel structures. Van Nostrand, New York, N.Y.
6.
Galambos, T. V. (1977). “History of steel beam design.” AISC Engrg., J., 14(4), 141–147.
7.
Johnson, B. G., ed. (1971). Guide to design criteria for metal compression members. 2nd Ed., John Wiley & Sons, New York, N.Y.
8.
Johnson, J. B., Bryan, C. W., and Turneaure, F. E. (1897). Theory and practice of modern framed structures. John Wiley & Sons, New York, N.Y.
9.
Ketchum, M. S. (1921). The design of steel mill buildings. McGraw‐Hill, New York, N.Y.
10.
Load and resistance factor design specification for structural steel buildings. (1986). American Institute of Steel Construction, Chicago, Ill.
11.
Merriman, M., and Jacoby, H. S. (1911). A textbook on roofs and bridges, part I. John Wiley & Sons, New York, N.Y.
12.
Plastic design in steel. (1959). American Institute of Steel Construction, New York, N.Y.
13.
Plastic design in steel, a guide and commentary. (1971). ASCE, New York, N.Y.
14.
Salmon, C. G., and Johnson, J. E. (1990). Steel structures, design and behavior. 3rd Ed., Harper and Row, New York, N.Y.
15.
Shedd, T. C. (1934). Structural design in steel. John Wiley & Sons, New York, N.Y.
16.
Specification for the design, fabrication, and erection of structural steel for buildings. (1928). American Institute of Steel Construction, New York, N.Y.
17.
Specification for the design, fabrication, and erection of structural steel for buildings. (1936). American Institute of Steel Construction, New York, N.Y.
18.
Specification for the design, fabrication, and erection of structural steel for buildings. (1961). American Institute of Steel Construction, New York, N.Y.
19.
Specification for the design, fabrication, and erection of structural steel for buildings. (1970). American Institute of Steel Construction, New York N.Y.
20.
Specification for structural steel buildings. (1990). American Institute of Steel Construction, Chicago, Ill.
21.
Spofford, C. M. (1915). Theory of structures. McGraw‐Hill, New York, N.Y.
22.
Waddell, J. A. L. (1912). Specifications for steel bridges. John Wiley & Sons, New York, N.Y.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 119Issue 2February 1993
Pages: 547 - 557

History

Received: Nov 26, 1991
Published online: Feb 1, 1993
Published in print: Feb 1993

Permissions

Request permissions for this article.

Authors

Affiliations

Thomas Sputo, Member, ASCE
Consulting Struct. Engr., 5820 SW 80th St., Gainesville, FL 32608

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