TECHNICAL PAPERS
Jul 1, 1986

Design Aids and Design Procedures for HSS Trusses

Publication: Journal of Structural Engineering
Volume 112, Issue 7

Abstract

Design aids and design procedures are given for welded connections in hollow structural section, single‐chord, planar Warren and Pratt trusses subject to predominantly static loading. These graphical design aids, relying on six design charts and covering gapped and overlapped K‐ and N‐shaped joints, are based upon complex joint Load and Resistance Factor Design recommendations recently proposed by the International Institute of Welding and the Comité International pour le Développement et l'Etude de la Construction Tubulaire. The design method recommended considerably simplifies joint strength calculations and aids member selection. The scope is such that square or circular web members welded to square or rectangular hollow section chord members can be accommodated. Contemporary design methods for axially loaded X, Y and T connections, which could also arise in Warren and Pratt trusses, are briefly reviewed.

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References

1.
Construction with Hollow Steel Sections. (1984). 1st ed., Comite International pour le Développement et l'Etude de la Construction Tubulaire and the Commission of the European Communities, British Steel Corp. Tubes Div., Corby, England, Dec.
2.
De Ville de Goyet, V., Frey, S., and Massonnet, C. (1981). “Ultimate Load of Trusses Buckling in their Plane.” I.A.B.S.E. Proceedings, P‐47/81, Nov., pp. 141–164.
3.
Design Recommendations for Hollow Section Joints—Predominantly Statically Loaded, IIW Doc. XV‐491‐81‐Revised. (1981). International Inst. of Welding Subcommission XV‐E, I.I.W. Annual Assembly, Oporto, Portugal.
4.
Giddings, T. W., and Wardenier, J., Eds. (1985). “The Strength and Behaviour of Statically Loaded Welded Connections in Structural Hollow Sections.” Monograph No. 6 (Draft), CIDECT, Paris, France.
5.
Hollow Structural Sections Design Manual for Connections. (1981). 2nd ed., Stelco Inc., Hamilton, Canada.
6.
Packer, J. A. (1983). “Developments in the Design of Welded HSS Truss Joints with RHS Chords.” Canadian Journal of Civil Engineering, 10(1), Ottawa, Canada, Mar., pp. 92–103.
7.
Packer, J. A. (1984). “Web Crippling of Rectangular Hollow Sections.” Journal of Structural Engineering, ASCE, 110(10), Oct., pp. 2357–2373.
8.
Packer, J. A. (1985). “A Quantitative Comparison of HSS Truss Designs using Alternative Proposals for the Wall Slenderness Limit of the Compression Web Member.” IIW Doc. XV‐E‐85‐099, Univ. of Toronto, Toronto, Canada, Sept.
9.
Packer, J. A., Birkemoe, P. C., and Tucker, W. J. (1984). “Canadian Implementation of CIDECT Monograph No. 6.” IIW Doc. XV‐584‐85 and IIW Doc. XV‐E‐84‐072 and CIDECT Report No. 5AJ‐84/9‐E, Univ. of Toronto, Canada, July.
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Steel Structures for Buildings—Limit States Design, CAN3‐S16.1‐M84. (1984). Canadian Standards Assoc., Rexdale, Canada, Dec.
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Structural Welding Code—Steel, ANSI/AWS Dl.1‐83. (1983). 7th ed., American Welding Society Inc., Miami, Fla., Section 10.
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Wardenier, J. (1982). Hollow Section Joints. Delft Univ. Press, Delft, The Netherlands.
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Wardenier, J. (1985). “Questionnaire: b1/t1 Limits for Compression Bracings in Joints of Rectangular Hollow Sections.” IIW Doc. XV‐E‐85‐096, Delft Univ. of Tech., Delft, The Netherlands, June.
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Wardenier, J., and Stark, J. W. B. (1978). “The Static Strength of Welded Lattice Girder Joints in Structural Hollow Sections: Parts 1–10.” CIDECT Final Report 5Q/78/4, Delft Univ. of Tech., Delft, The Netherlands.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 112Issue 7July 1986
Pages: 1526 - 1543

History

Published online: Jul 1, 1986
Published in print: Jul 1986

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Authors

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Jeffrey A. Packer
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Toronto, Toronto, ON, Canada M5S 1A4
Peter C. Birkemoe
Prof., Dept. of Civ. Engrg., Univ. of Toronto, Toronto, ON, Canada, M5S 1A4
William J. Tucker
Dir. of Programming, Wernert Data Inc., Toronto, ON, Canada, M4T 1W6

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