ARTICLES
Jan 15, 2003

Creep of Wood I-Joists Exposed to Abnormally High Moisture Conditions

Publication: Practice Periodical on Structural Design and Construction
Volume 8, Issue 1

Abstract

Wood I-joists have taken a large share of the wood floor framing market and have distinct advantages over solid-sawn joists. Like other wood products, I-joists are intended for dry-use environments. However, in the unusual event that I-joists are exposed to abnormally high or rapidly changing moisture environments, such as occur in certain disaster situations, research shows that the I-joists can undergo greater creep deflection than solid-sawn members exposed to similar environments. Field experience of the writer indicates that creep of I-joists in abnormally high moisture situations can render them unserviceable due to excessive deflection, even though the strength of the I-joists may not have been significantly reduced. Structural engineers and insurance investigators who are involved in natural disasters where I-joists are exposed to water, such as in floods or fires, should take measures to prevent damage to the I-joists from moisture-related creep deflection. Owners and designers of buildings with wood I-joists should also be aware of and take into account this unique performance characteristic of wood I-joists. A brief review of the literature on moisture-related creep deflection of I-joists is provided. Then field observations are discussed to illustrate practical situations in which I-joists can be exposed to abnormally high moisture conditions and experience problems due to excessive creep deflection. These situations include buildings that are waterlogged by fire-fighting operations, are flooded, or have very moist or wet crawl spaces.

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References

Carter, J. (1997). “Potential water damage of TJM products in the Red River area.” A position statement to all Trus Joist MacMillan North Central Region customers, May.
Chen, G. H. (1988). “Effect of environmental conditions on the mechanical behavior of wood composite I-beams.” PhD dissertation, Auburn Univ., Auburn, Ala.
Chen, G. H., Tang, R. C., and Price, E. W. (1988). “Creep of wood composite I-beams and southern pine lumber under changing humidity.” Proc., Int. Conf. on Timber Engineering, Vol. 1, Forest Products Research Society, Madison, Wisc., 624–628.
Fridley, K., and Tang, R. C.(1992). “Shear effects on the creep behaviorof wood composite I-beams.” Forest Products. J., 42(6), 17–22.
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Leichti, R. J. (1986). “Assessing the reliability of wood composite I-beams.” PhD dissertation, Auburn Univ., Auburn, Ala.
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Nelson, S. (1997). “Chapter 4: Wood i-Joists.” Engineered wood prod-ucts, S. Smulski, ed., by PFS Research Foundation, Madison, Wisc.
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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 8Issue 1February 2003
Pages: 36 - 40

History

Received: Jan 14, 2002
Accepted: Feb 20, 2002
Published online: Jan 15, 2003
Published in print: Feb 2003

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Authors

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Arne P. Johnson
Consultant, Wiss, Janney, Elstner Associates, Inc., 330 Pfingsten Rd., Northbrook, IL 60062-2095.

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