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Design of Timber ConnectionsA simple design for Dowel Fasteners
http://www.dowelfasteners.com/
A simple design for Dowel Fasteners
http://www.dowelfasteners.com/
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Design of Timber Connections | dowelfasteners.com Reviews
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A simple design for Dowel Fasteners
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Lab test of nailed joint specimen. Composite nailed trussed beam. Nailed truss with steel tie rod. 43 foot plywood gussetted trusses in warehouse. 48 foot folded plate roof with nailed sheet metal splice. Glulam logging bridge : four 80 foot spans. 100 foot composite glulam roof trusses.
Bio
http://www.dowelfasteners.com/bio.htm
Colin Nicol Smith trained in civil engineering and worked as a consulting engineer for fifty years in the UK and North America. Besides doing structures in concrete and steel, he specialized in timber design with a particular interest in mechanical connections. He is retired and lives with his family in Vancouver B.C.
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External links for further reading. Technical Report No. 12, American Wood Council. Eurocode 5, Timber Connections. Uniform Building Code, Volume 2, 1994, Chapter 23 (International Conference of Building Officials).
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Design of Timber Connections
Engineering design of Timber Connections. ICE Proceedings : Briefing (October 2012). Dowel Fasteners: a simple design method. Factored Resistance of bolts, nails, lag screws and timber rivets. Timber connections with mixed properties in single shear and double shear. A simple design method for bolts and lag screws under service conditions. The Mathematics of Nailed Shear Connections. Analysis, computer modelling and resistance at ultimate load. Suggested wording for Eurocode 5: timber connections.
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