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    Author(s): Kug-Bo Shim; Ronald W. Wolfe; Marshall Begel
    Date: 2009
    Source: Wood and fiber science. Vol. 41, no. 3 (July 2009): p. 313-321.
    Publication Series: Miscellaneous Publication
    PDF: Download Publication  (911.14 KB)


    In an effort to encourage the development of value-added engineered applications for small-diameter round timber, research is being conducted at the US Forest Products Laboratory to develop and verify design guidelines for connections with specific application to round timbers. The objective of this study is to provide potential users with a number of viable connection options applicable to the fabrication of engineered, round-timber structural components and systems. Target uses include trusses, built-up flange beams, and space frames. This article presents information on a mortised steel-plate connection fabricated using power-driven nails in 150-mm-dia ponderosa pine. The article discusses methods used to determine per nail load capacity and to develop design procedures that incorporate that value in the determination of a multinail connection design value. These connections offer the advantage of low labor and material cost, ductile failure modes, and strengths in the range of 4.7 kN/nail. The failure of the connections was mode III nail failure and wood block shear failure. Joints that failed in block shear appeared to have roughly the same strength as those that failed from nail yield. The National Design Specification yield model for nails provides accurate predictions of joint capacity for nail yield-type failures and overestimates strength of joints that exhibit wood failure. Block shear capacity can be estimated on the basis of clear-wood strength and effective tensile and shear area of the connection.

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    • This article was written and prepared by U.S. Government employees on official time, and is therefore in the public domain.


    Shim, Kug-Bo; Wolfe, Ronald W.; Begel, Marshall. 2009. Nailed mortised-plate connections for small-diameter round timber. Wood and fiber science. Vol. 41, no. 3 (July 2009): pages 313-321.


    Iron plates, steel plates, shear, elasticity, bending, value added, ponderosa pine, mechanical properties, nails, spikes, testing, fasteners, metals, joints, failure, utilization, wood, bending strength, shear strength, structural timbers, connectors, small-diameter timber, smallwood, small timbers, strength

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