Bracing of Wood Composite I-Joists to Resist Lateral Buckling from Walking Loads

Author:

Hindman Daniel P.1,Bamberg C. Ryan2,Nussbaum Maury A.3

Affiliation:

1. Associate Professor, Virginia Tech, 1650 Research Center Drive, Blacksburg, VA 24061 (corresponding author).

2. Structural Engineer and Design Manager, U.S. Dept. of Defense, Chesapeake, VA 23322.

3. Professor, Virginia Tech, 521 Whittemore Hall, Blacksburg, VA 24061.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Strategy and Management,Industrial relations,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. American Forest & Paper Association (AF&PA). (1996). Load Resistance Factor Design National Manual for Engineered Wood Construction Washington DC 250.

2. American Forest & Paper Association (AF&PA). (2003). Technical Rep. 14: Designing for Lateral-Torsional Stability in Wood Members. Washington DC 37.

3. Normal subject postural sway during the romberg test

4. Bureau of Labor Statistics (BLS). (2010). “Census of fatal occupational injuries.” 〈http://www.bls.gov/iif/oshwc/cfoi/cfoi_revised08.pdf〉 (Oct. 5 2010).

5. Lateral Stability of Composite Wood I-Joists Under Concentrated-Load Bending

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