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Connections—Nails, Screws, and Bolts

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Structural Design in Wood

Part of the book series: VNR Structural Engineering Series ((VNRSES))

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Abstract

It is important that structural members—beams, columns, and tension members—be designed with due regard to safety and economy. But, no chain being stronger than its weakest link, it is equally important that the connections joining these members to each other be carefully designed. A connection must be able to transfer load from member to member without the connection material itself failing and also without damaging the wood of the members it joins. Design of structural members, addressed in later chapters, may be easier if the designer knows how the member will be connected and knows how the member in question may be weakened by the connection.

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References

  1. National Design Specification for Wood Construction, rev. 1991 Ed., American Forest & Paper Association, Washington, DC, 1993.

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  2. Uniform Building Code, International Conference of Building Officials, Whittier, CA, 1994.

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  3. Wood Structures, A Design Guide and Commentary, American Society of Civil Engineers, New York, 1975.

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  4. Hornbostel, C, Construction Materials—Types, Uses, and Applications, Wiley, New York, 1978.

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  5. Plywood Diaphragms, Research Report 138, American Plywood Association, Tacoma, WA, 1983.

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  6. Cramer, C. O., “Load Distribution in Multiple-Bolt Tension Joints,” Journal of the Structural Division, American Society of Civil Engineers, 94(ST5). Proc. paper 5939, New York, 1975.

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© 1997 Springer Science+Business Media Dordrecht

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Stalnaker, J.J., Harris, E.C. (1997). Connections—Nails, Screws, and Bolts. In: Structural Design in Wood. VNR Structural Engineering Series. Springer, Boston, MA. https://doi.org/10.1007/978-1-4615-4082-3_5

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  • DOI: https://doi.org/10.1007/978-1-4615-4082-3_5

  • Publisher Name: Springer, Boston, MA

  • Print ISBN: 978-1-4613-6827-4

  • Online ISBN: 978-1-4615-4082-3

  • eBook Packages: Springer Book Archive

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