The Strength and Stiffness of Nailed Joints under Short-duration Loading

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Mack, J.J.


1966


Report


28 p.


An empirical formula has been developed for predicting the load-displacement curve for a nailed timber joint under short-duration loading, up to a displacement of about 0-14 in. Simple factors modify the basic expression for other variables such as species, nail diameter, nail type, and moisture content.


CSIRO


Melbourne


CSIRO. Division of Forest Products; Division of Forest Products Technological Paper; Forestry and Forest Products


https://doi.org/10.25919/5f888e3127d38


This report has been placed on the CSIRO repository and may be made available to persons outside of CSIRO for non commercial purposes, in its entirety and without deletion of disclaimers and copyright information.


Published Version (pdf) (24.56MB)


Division of Forest Products Technological Paper


no. 40


English


legacy:3743


Mack, J.J. The Strength and Stiffness of Nailed Joints under Short-duration Loading. Melbourne: CSIRO; 1966. https://doi.org/10.25919/5f888e3127d38



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https://doi.org/10.25919/5f888e3127d38

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