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Design considerations for structural composite lumber and prefabricated wood I-joists


, : Design considerations for structural composite lumber and prefabricated wood I-joists. Wood Design Focus 5(1): 8-13

Design of I-beams using laminated strand lumber, laminated veneer lumber and parallel strand lumber is considered.


Accession: 002590937

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Related references

Sharp, D.; Stochlia, K., 1990: A standard for prefabricated wood I-joists. The need for a standard is discussed from the perspective of industry and regulatory authorities.

Sharp, D.; Suddarth, S.; Beaulieu, C., 2000: Length effect in prefabricated wood I-joists. Length effect in structural wood members like traditional solid sawn lumber, glulam beams, and structural composite lumber, has been recognized for many years. Length effect methodology for composite wood I-joists is not presently included in the...

Leichti, R.J.; Falk, R.H.; Laufenberg, T.L., 1990: Prefabricated wood I-joists: an industry overview. Wood I-beams, limited to special applications for many years and mass produced only since the late 1960s, have become a preeminent component of light-frame floor and roof systems and are commonly termed "I-joists" as a result of that usa...

Johnson, E.; Woeste, F., 1999: Connection design methodology for structural composite lumber. A description is given of connections suitable for structural composite lumber (engineered wood products, made by gluing together veneer sheets, strips of wood or smaller wood elements).

Hindman, D.; Manbeck, H.B.; Janowiak, J.J., 2005: Torsional rigidity of wood composite I-joists. The torsional rigidity of I-joists is useful in determining the lateral torsional buckling of unsupported beams, the stiffness of two-way floor systems, and the natural frequency for wood floors. The torsional rigidity of two I-joist materials, on...

Mohd Ariff Jamaludin; Kamarulzaman Nordin; Mansur Ahmad, 2005: Strength properties of engineered I-Joists made from Laminated Veneer Lumber (LVL), solid wood, Oriented Strand Board (OSB), and plywood. The study was an evaluation on the strength of engineered I-Joists made from compositions of different materials. The materials were made from wood of lesser-used forest and plantation species. The successful utilisation of these materials would i...

Heimeshoff, B., 1987: Design of composite joists with joints accommodating slip. A system of two coupled linear differential equations was developed for design of symmetric joists composed of 3 subunits joined by mechanical connectors. A simple closed solution is presented for a single-span beam with sinusoidal load. To determ...

Geimer, R.; Laufenberg, T., 1990: Strength properties of optimally designed rectangular composite wood joists. Mechanical and physical properties of composite wood panels were determined and used to design rectangular joists, each consisting of two outer layers (flanges) to carry tension and compressive stresses and a center region (web) to carry shear loa...

Burow, Jr; Manbeck, Hb; Janowiak, Jj, 2006: Lateral Stability of Composite Wood I-Joists Under Concentrated-Load Bending. Three different theoretical beam elastic lateral stability models were combined with the current Load and Resistance Factor Design (LRFD) lateral stability model used for wood I-joist design to identify more accurate predictions of composite wood...

Anonymous, 1949: Tables of maximum allowable spans of wood floor joists, ceiling joists, rafters