Technical Papers
May 15, 2013

Mechanical Response of Unbraced Wood Composite I-Joist to Walking Loads

Publication: Journal of Construction Engineering and Management
Volume 139, Issue 11

Abstract

Lateral buckling of unbraced wood composite I-joists is a form of instability that causes the joist to deflect laterally and rotate. This instability may be a cause of worker falls and should be explored to understand the range of loading and out-of-plane motion required to cause lateral buckling. While walking on unbraced joists is uncommon on construction sites, understanding the movement of unbraced joists is needed to model more commonly observed partially braced joists. This paper investigated the load and out-of-plane movement of several unbraced wood composite I-joists subjected to human walking loads. Vertical load at the ends of the joist, top and bottom horizontal loads at one end of the joist, as well as lateral deflection and rotation at the midspan and quarter-span were measured while participants traversed the joist. Lateral buckling of joists was observed due to walking loads. Total vertical load measured was similar to participant weight, while horizontal loads ranged from 9.6 to 13.7% of participant weight. Differences were observed in I-joist behavior between different lengths and manufacturers studied. Load, lateral deflection, and rotation of the joist increased as participant weight increased. Vertical load at each end, lateral deflection, and rotation were positively correlated with participant weight. A set of curves demonstrating the lateral deflection and rotation for different joists as a function of participant weight was developed.

Get full access to this article

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

Acknowledgments

This work was supported by an award (R21OH008902) from the Centers for Disease Control and Prevention (CDC). Its contents are solely the responsibility of the authors and do not necessarily represent the official views of the CDC.

References

APA-EWS. (2010). “A guide to engineered wood products.” Form C-800, APA-EWS, Tacoma, WA.
Black, F. O., Wall, C., III, Rockette, H. E., and Kitch, R. (1982). “Normal subject postural sway during the Romberg test.” Am. J. Otolaryngol., 3(5), 309–318.
Bureau of Labor Statistics (BLS). (2012a). “Census of fatal occupational injuries chart package.” 〈http://www.bls.gov/iif/oshwc/cfoi/cfch0009.pdf〉 (Jun. 14, 2012).
Bureau of Labor Statistics (BLS). (2012b). “Table A-1: Fatal occupational injuries by industry and event or exposure, all United States 2010.” 〈http://www.bls.gov/iif/oshwc/cfoi/cftb0250.pdf〉 (Jun. 14, 2012).
Burow, J. R., Manbeck, H. B., and Janowiak, J. J. (2006). “Lateral stability of composite wood I-joist using concentrated-load bending.” Trans. ASABE, 49(6), 1867–1880.
Figueiredo, F. P., da Silva, J. G. S., de Lima, L. R. O., de S. Vellasco, P. C. G., and de Andrade, S. A. L. (2008). “A parametric study of composite footbridges under pedestrian walking loads.” Eng. Struct., 30(3), 605–615.
Hindman, D. P., Manbeck, H. B., and Janowiak, J. J. (2005). “Measurement and prediction of lateral rotational buckling loads of composite wood materials: I-joists sections.” For. Prod. J., 55(10), 43–48.
Hsiao, H., and Simeonov, P. (2001). “Preventing falls from roofs: A critical review.” Ergon, 44(5), 537–561.
Huang, M.-H., Thambiratnam, D. P., and Perera, N. J. (2007). “Dynamic performance of slender suspension footbridges under eccentric walking dynamic loads.” J. Sound Vib., 303(1–2), 239–254.
Lipscomb, H. J., Dale, A. M., Kaskutas, V., Sherman-Voellinger, R., and Evanoff, B. (2008). “Challenges in residential fall protection: Insight from apprentice carpenters.” Am. J. Ind. Med., 51(1), 60–68.
Maki, B. E., McIlroy, W. E., and Perry, S. D. (1996). “Influence of lateral destabilization on compensatory stepping responses.” J. Biomech., 29(3), 343–353.
Mitropoulos, P., and Guillama, V. (2010). “Analysis of residential framing accidents, activities and task demands.” J. Constr. Eng. Manage., 136(2), 260–269.
Racic, V., Pavic, A., and Brownjohn, J. M. W. (2009). “Experimental identification and analytical modeling of human walking forces: Literature review.” J. Sound Vib., 326(1–2), 1–49.
Romberg, M. H. (1853). Manual of nervous diseases of man, Sydenham Society, London, 395–401.
Shah, S. M. A., Bonauto, D., Silverstein, B., Foley, M., and Kalat, J. (2003). “Injuries and illness from wood framing in residential construction, Washington State, 1993–1999.” J. Occup. Environ. Med., 45(11), 1171–1182.
Timoshenko, S., and Gere, J. M. (1961). Theory of elastic stability, 2nd Ed., McGraw Hill, New York.
Winter, D. A. (1995). “Human balance and posture control during standing and walking.” Gait Posture, 3(4), 193–214.
Zhu, E. C., Guan, Z. W., Rodd, P. D., and Pope, D. J. (2005). “Buckling of oriented strand board webbed wood I-joists.” J. Struct. Eng., 131(10), 1629–1636.
Ziemian, R. D., Schwarz, J. E., Rodd, P. D., and Pope, D. J. (2004). “Stability of unbraced steel joists subject to mid-span loading.” Proc., Annual Stability Conf., Structural Stability Research Council, Rolla, MO.

Information & Authors

Information

Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 139Issue 11November 2013

History

Received: Oct 14, 2012
Accepted: May 13, 2013
Published online: May 15, 2013
Published in print: Nov 1, 2013
Discussion open until: Jan 6, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Daniel P. Hindman [email protected]
M.ASCE
Associate Professor, Dept. of Sustainable Biomaterials, Virginia Tech, 1650 Research Center Dr., Blacksburg, VA 24061 (corresponding author). E-mail: [email protected]
Paul D. Timko
Engineer, Cromwell Associates, 101 South Spring St., Little Rock, AR 72201.
Maury A. Nussbaum
Professor, Dept. of Industrial and Systems Engineering, Virginia Tech, 521 Whittemore Hall, Blacksburg, VA 24061.

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