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Click on “Download PDF” for the PDF version or on the title for the HTML version. If you are not an ASABE member or if your employer has not arranged for access to the full-text, Click here for options. Lateral Stability Considerations for Composite Wood I-JoistsPublished by the American Society of Agricultural and Biological Engineers, St. Joseph, Michigan www.asabe.org Citation: Paper number 054121, 2005 ASAE Annual Meeting . (doi: 10.13031/2013.19850) @2005Authors: Jesse R. Burow, Harvey B. Manbeck, John J. Janowiak Keywords: Lateral stability, Critical buckling moment, Critical buckling load, Residential floors, Composite wood I-joists Lateral buckling loads for cantilevered and simply supported composite wood I-joists were measured over a wide range of bending slenderness ratios. The same buckling loads were then predicted using three previously published lateral stability models. A recommendation is made for the best model for predicting the lateral buckling loads for composite wood I-joists for bending slenderness ratios between 0 and 50. (Download PDF) (Export to EndNotes)
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