TECHNICAL PAPERS
Aug 15, 2002

Construction Considerations for Composite Steel-and-Concrete Floor Systems

Publication: Journal of Structural Engineering
Volume 128, Issue 9

Abstract

This report presents an overview of construction methods for the most commonly used composite steel-and-concrete floor system in U.S. buildings. The report was prepared by a subcommittee of the ASCE Committee on Composite Construction and is intended to assist practitioners by summarizing practical and effective means to avoid common construction problems. Four principal components of the floor system are considered: (1) steel section, (2) steel deck, (3) headed shear stud, and (4) concrete slab. Proper construction procedures for each component are discussed and summarized. Reasonable adherence to specifications and communication between designers and builders will minimize difficulties in the construction of composite steel-and-concrete floor systems.

Get full access to this article

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

References

Alsamsam, I. M. (1991). “Serviceability criteria for composite floor systems.” PhD thesis, Univ. of Minnesota, Minneapolis.
American Concrete Institute (ACI) (1996). Guide for concrete floor and slab construction (ACI 302.1 R-96), American Concrete Institute, Farmington Hills, Mich.
AISC. (1999). Load and resistance factor design manual of steel construction, Chicago.
AISC. (1997). “Control of floor elevation and levelness.” Seminar Notes, Chicago.
ASCE. (1991). “Standard for the structural design of composite slabs/standard practice for construction and inspection of composite slabs.” ANSI/ASCE 9-91, New York.
ASTM. (1987). “Standard test method for determining floor flatness and levelness using the F-number system.” E 1155-87, West Conshoholan, Pa.
American Welding Society, (AWS). (1998). “Structural welding code—Section 7: Stud welding.” ANSI/AWS D1.1-98, Miami.
Chien, E. Y. L., and Ritchie, J. K. (1984). Design and construction of composite floor systems, Canadian Institute of Steel Construction, Ontario, Canada.
“Composite framing stunts concrete market growth.” (1995). Concr. Constr., February, 221–222.
Cook, R. J. (1989). “Building concrete slabs composite with steel frames: Contractors should be alert to shoring problems.” Concr. Constr., November, 938–942.
Fling, R. S. (1990). “Someone has to pay when building components don’t fit—Even if tolerances are met.” Concr. Constr., January, 50–56.
Fricks, T. J. (1994). “Misunderstandings and abuses in flatwork specifications.” Concr. Constr., June, 492–497.
Griffis, L. G. (1994). “Composite frame construction.” Modern Steel Constr., October, 36–47.
Heagler, R. B. (1996). Metal deck and concrete quantities, Steel Deck Institute, Fox River Grove, Ill.
Heagler, R. B., Luttrell, L. D., and Easterling, W. S. (1997). Composite deck design handbook, Steel Deck Institute, Fox River Grove, Ill.
Kloiber, L. A. (1989). “Cambering of steel beams.” Proc. Steel Structures, ASCE, New York, 101–110.
Larson, J. W., and Huzzard R. K. (1990). “Economical use of cambered steel beams.” Proc. AISC Engineering Conference, Chicago, 3–21.
Leon, R. L., and Alsamsam, I. (1993). “Performance and serviceability of composite floors.” Structural Engineering in Natural Hazards Mitigation, ASCE, New York.
Malisch, W. R. (1991). “Sagging slabs: What are the options.” Concr. Constr., January, 7.
“Nelson stud welding for non-residential construction.” (1988). TRW Nelson Stud welding Division, Elyria, Ohio.
Rex, C. O., and Easterling, W. S. (1994). “Reducing serviceability concerns.” Modern Steel Constr., February, 22–26.
Ricker, Jr., D. T.(1989). “Cambering steel beams.” AISC Engineering Journal 4, 136–142.
Ruddy, J. L.(1986). “Ponding of concrete deck slabs.” AISC Engineering Journal 3, 107–115.
Ryan, J. T. (1997). “Controlling deflection of composite deck slabs.” Publication no. C970734, Aberdeen Group, Addison, Ill.
Steel Deck Institute (SDI). (1995). SDI manual of construction with steel deck, Fox River Grove, Ill.
Suprenant, B. A. (1991). “Construction of elevated slabs: Understanding the effect of structural systems.” Concr. Constr., November, 910–920.
Tipping, E. (1992). “Building superior quality elevated floors.” Publication no. C920285, Aberdeen Group, Addison, Ill.
Tipping, E., and Suprenant, B. A. (1991a). “Construction of elevated slabs: Practice and procedures.” Concr. Constr., January, 32–42.
Tipping, E., and Suprenant, B. A. (1991b). “Construction of elevated slabs: Measuring and evaluating quality.” Concr. Constr., March, 260–268.
Viest, I. M., Colaco, J. P., Furlong, R. W., Griffis, G. G., Leon, T. L. and Wyllie, L. A. (1997). Composite construction design for buildings, McGraw-Hill, New York.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 128Issue 9September 2002
Pages: 1099 - 1110

History

Received: May 28, 2002
Accepted: May 28, 2002
Published online: Aug 15, 2002
Published in print: Sep 2002

Permissions

Request permissions for this article.

Authors

Affiliations

Subcommitee on Composite Steel and Concrete Floor Systems
Dept. of Civil and Environmental Engineering, Virginia Military Institute, Lexington, VA 24450.

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