TECHNICAL PAPERS
Apr 1, 1993

Experimental Study of Timber Trusses and Joints

Publication: Journal of Structural Engineering
Volume 119, Issue 4

Abstract

In situ testing of a timber Warren truss building and laboratory testing of four truss joints typical of those found in a Warren truss building are carried out over a span of five years. The overall objective of this research program is to investigate the behavior of many aging and deteriorating timber Warren truss buildings built in early 1940. Field testing involve loading 16 full size timber trusses to failure to determine their load‐carrying capacities and the effects of joint reinforcement on the behavior of the trusses. Laboratory testings are performed on the four biggest joints of a Warren truss in several conditions: cut from an existing truss, manufactured with new wood, unreinforced condition, reinforced condition using gusset plates, and reinforced condition by means of prestressing. This paper presents an overview of the research program and some of the findings regarding the effectiveness of the joint strengthening schemes considered.

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References

1.
“Engineering design in wood (limit states design).” (1989). CSA standard CAN/CSA‐086.1‐M89, Can. Standards Assoc., Rexdale, Ontario, Canada.
2.
Fu, H. C., and Erki, M. A. (1991). “Behaviour of member connections in timber warren trusses.” Military engineering research group rep., Royal Military Coll. of Canada, Kingston, Ontario, Canada.
3.
Fu, H. C., Erki, M. A., and Quenneville, J. H. P. (1992). “Behaviour of prestressed member connections in timber warren trusses.” Military engineering research group rep., Royal Military Coll. of Canada, Kingston, Ontario, Canada.
4.
Fu, H. C., and Seckin, M. (1988a). “Rigidity evaluation of wooden warren truss connections.” Proc. 1988 Int. Timber Engrg. Conference, Washington State Univ., Pullman, WA., 2, 121–130.
5.
Fu, H. C., and Seckin, M. (1988b). “Safety evaluation of a timber wooden truss hangar.” Struct. Safety, Int. J. Integrated Risk Assessment for Constr. Fac., 5, Dec., 299–315.
6.
Fu, H. C., and Seckin, M. (1991). “Behaviour of new and forty year member connections in timber warren truss.” Proc. 1991 Int. Timber Engrg. Conf., Timber Res. and Development Assoc., London, U.K., 3, 135–142.
7.
“National building code of Canada.” (1985). NRCC no. 23174, Nat. Res. Council of Canada, Ottawa, Ontario, Canada.
8.
“112 foot (34 m) span warren type trusses and columns: maintenance.” (1988). C‐98‐006‐002/TP‐002, Nat. Defence Headquarters, Dept. of Nat. Defence, Ottawa, Ontario, Canada.
9.
Seckin, M., Fu, H. C., and Simard, B. (1987). “Repaired timber warren trusses: Load carrying capacity study.” Engrg. Dig., 33(8), 30–33.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 119Issue 4April 1993
Pages: 1283 - 1296

History

Received: Sep 8, 1992
Published online: Apr 1, 1993
Published in print: Apr 1993

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Authors

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H. C. Foo
Res. Engr., Dept. of Civ. Engrg., Royal Military Coll. of Canada, Kingston, Ontario K7K 5LO, Canada

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