TECHNICAL PAPERS
Apr 1, 1996

Proposed Specification and Commentary for Composite Joists and Composite Trusses

Publication: Journal of Structural Engineering
Volume 122, Issue 4

Abstract

This specification and supporting commentary cover the design of simply supported composite joists and trusses used in one-way floor systems. Basic design procedures are based on achieving nominal flexural strength before shear failure or local instability occur. The specification considers strength, serviceability, and construction criteria. A design example is included.

Get full access to this article

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

References

1.
AISC. (1989). Specification for structural steel buildings—allowable stress design and plastic design. Am. Inst. of Steel Constr., Chicago, Ill.
2.
AISC. (1993). Load and resistance factor design specification for structural steel buildings. Am. Inst. of Steel Constr., Chicago, Ill.
3.
Alsamsam, I. (1988). “An investigation into the behavior of composite open web steel joists,” MS thesis, Dept of Civ. and Mineral Engrg., Univ. of Minnesota at Minneapolis, St. Paul, Minn.
4.
ASCE. (1993). Minimum design loads for buildings and other structures. ASCE, New York, N.Y.
5.
Atkinson, A. H., and Cran, J. A. (1972). “The design and economics of composite open-web steel joists.”Can. Struct. Engrg. Conf., Can. Steel Industries Constr. Council, Toronto, Canada.
6.
Azmi, M. H. (1972). “Composite open-web trusses with metal cellular floor,” Master's of Engrg. thesis, McMaster Univ., Hamilton, Ont., Canada.
7.
Bjorhovde, R. (1980). “Full scale test of a composite truss.”Struct. Engrg. Rep. No. 97, Dept. of Civ. Engrg., Univ. of Alberta, Edmonton, Alta., Canada.
8.
Chien, E. Y. L., and Ritchie, K. L. (1984). Design and construction of composite floor systems, Can. Inst. of Steel Constr., Willowdale, Ont., Canada.
9.
CISC. (1989). Handbook of steel construction, 4th Ed., Can. Inst. of Steel Constr., Willowdale, Ont., Canada.
10.
Cran, J. A. (1972). “Design and testing composite open web steel joists.”Tech. Bull. 11, The Steel Co. of Canada, Ltd., IP0, 4.
11.
Curry, J. H. (1988). “Full-scale tests on two long-span composite open web steel joists,” MS thesis, Dept. of Civ. and Mineral Engrg., Univ. of Minnesota at Minneapolis, St. Paul, Minn.
12.
Fahmy, E. H. A. (1974). “Inelastic analysis of composite open-web steel joists,” Master's of Engrg. thesis, McMaster Univ., Hamilton, Ont., Canada.
13.
Iyengar, S. H., and Zils, J. J.(1973). “Composite floor system for Sears tower.”Engrg. J., AISC, 10(3), 74–81.
14.
Kennedy, D. L. J. (1990). “Tests of two 38 foot span composite trusses.”Proc., 1990 Nat. Steel Constr. Conf., Am. Inst. of Steel Constr. (AISC), Chicago, Ill., 14.1–14.27.
15.
Kennedy, D. L. J., and Brattland, A.(1992). “Shrinkage tests of two full-scale composite trusses.”Can. J. Civ. Engrg., Ottawa, Canada, 19(2), 296–309.
16.
Lembeck, H. G. Jr. (1965). “Composite design of open web steel joists,” MSc thesis, Washington Univ., St. Louis, Mo.
17.
Leon, R. T., and Curry, J. H.(1987). “Behavior of long-span composite joists.”Proc., Struct. Congr. '87, Building Structures, D. R. Sherman, ed., ASCE, New York, N.Y., 1, 390–403.
18.
Murray, T. M., and Allen, D. E.(1993). “Design criterion for vibrations due to walking.”Engrg. J., AISC, 30(4), 117–129.
19.
Nall, M., Harmon, T., Konyalian, R., and Galambos, T. V. (1970). “Experiments on composite open-web steel joists.”Res. Rep. No. 13, Struct. Div., Civ. and Envir. Engrg. Dept., Washington Univ., St. Louis, Mo.
20.
Robinson, H. (1978). “Composite open-web joists with formed steel deck.”Can. Struct. Engrg. Conf., Can. Steel Industries Constr. Council, Toronto, Canada.
21.
Robinson, H., and Fahmy, E. H. (1978). “The design of partially connected composite open-web joists.”Can. Struct. Engrg. Conf., Can. Steel Industries Constr. Council, Toronto, Canada.
22.
Robinson, H., Fahmy, E. H., and Azmi, M. H.(1978). “Composite open-web joists with formed metal deck.”Can. J. of Civ. Engrg., Ottawa, Canada, 5(1), 1–10.
23.
SJI. (1971a). “Structural design of steel joist roofs to resist ponding loads.”SJI Tech. Digest (3), Steel Joist Inst., Myrtle Beach, S.C. (2 Addendums).
24.
SJI. (1971b). “Structural design of steel joist roofs to resist uplift loads.”SJI Tech. Digest (6), Steel Joist Inst., Myrtle Beach, S.C. (2 Addendums).
25.
SJI. (1988). “Vibration of steel-concrete slab floors.”SJI Tech. Digest (5), Steel Joist Inst., Myrtle Beach, S.C.
26.
SJI. (1989). “Handling and erection of steel joists.”SJI Tech. Digest (9), Steel Joist Inst., Myrtle Beach, S.C.
27.
SJI. (1992). “Standard specifications, load tables and weight tables for steel joists and joist girders.” Steel Joist Inst., Myrtle Beach, S.C.
28.
Tide, R. H. R., and Galambos, T. V. (1968). “Composite open-web steel joists.”Res. Rep. No. 4, Struct. Div., Civ. and Envir. Engrg. Dept., Washington Univ., St. Louis, Mo.
29.
Tide, R. H. R., and Galambos, T. V.(1970). “Composite open-web steel joists.”Engrg. J., AISC, 7(1), 27–36.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 122Issue 4April 1996
Pages: 350 - 358

History

Published online: Apr 1, 1996
Published in print: Apr 1996

Permissions

Request permissions for this article.

Authors

Affiliations

ASCE Task Comm. on Design Criteria for Composite Struct. in Steel and Concrete

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