TECHNICAL PAPERS
Oct 15, 2003

Manual Procedures for Least-Weight Design of King-Post Truss Systems

Publication: Practice Periodical on Structural Design and Construction
Volume 8, Issue 4

Abstract

This paper presents an efficient manual design approach, to obtain a near least-weight design by following prescribed procedures, for the preliminary design of long-span king-post steel truss systems. An innovative simplified analysis model is firstly established, and then the design requirements according to Canadian Standard on Limit States Design of Steel Structures (CSA-S16.1) and American Specification on Load and Resistance Factor Design are formulated. Design examples in North America are presented based on the proposed design procedures. The results of the study suggest that the proposed design method provide an efficient and practical solution for the preliminary design of long-span king-post truss systems.

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References

American Institute of Steel Construction (AISC). (1994). Manual of steel construction, load & resistance factor design, 2nd Ed., Vol. I, Chicago.
American Institute of Steel Construction (AISC). (1999). “Load and resistance factor design specification.” Chicago.
Barrows, N., Binsell, S., and Leskiw, K. (1999). “King post versus conventional truss design.” Research Rep., Dept. of Civil. Engineering, Univ. of Waterloo, Waterloo, Ont.
Canadian Institute of Steel Construction (CISC). (2000). Handbook of steel construction, 7th Ed., Willowdale, Ont.
Canadian Standards Association (CSA). (1994). “Limit states design of steel structures.” CSA Standard S-16.1-94, Etobicoke, Ont.
Cuoco, D. A. (1994). “Long-span roof structure.” Proc., National Steel Construction Conf., American Institute of Steel Construction, Pittsburgh.
Gong, Y., and Xu, L. (1999). “Design optimization of long-span king-post truss system.” Proc., 7th East Asia–Pacific Conf. on Structural Engineering & Construction, Kochi Univ. of Technology, Kochi, Japan, 549–554.
Montpool, A., Schumacher, C., and Yeung, D. (1998). “Development of a king-post truss design aid.” Research Rep., Dept. of Civil Engineering, Univ. of Waterloo, Waterloo, Ont.
Structural Optimization Design and Analysis (SODA). (1997). “SODA—Structural Optimization Design and Analysis.” Acronym Software Inc., Waterloo, Ont.
Vincent, R. B., and Varma, S. K. (1997). “Long span steel roof structures.” Proc., 5th Int. Conf. of Steel Structures, Guadalajara, Mexico.
Xu, L., and Gong, Y.(2001). “Preliminary design of long-span king-post truss systems with a genetic algorithm.” Comput. Aided Civ. Infrastruct. Eng.,16(2), 94–105.

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Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 8Issue 4November 2003
Pages: 195 - 202

History

Received: Jul 31, 2001
Accepted: Jun 4, 2002
Published online: Oct 15, 2003
Published in print: Nov 2003

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Authors

Affiliations

Lei Xu, M.ASCE
Associate Professor, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo ON, Canada N2L 3G1.
Yanglin Gong
Research Assistant, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo ON, Canada N2L 3G1.

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