TFEC Executive Committee Meeting Minutes - January 2021
98.29 KB. Published on Feb 4, 2021.
TFEC Executive Committee Meeting Minutes - December 2020
94.45 KB. Published on Jan 1, 2021.
TFEC Executive Committee Meeting Minutes - October 2020
96.43 KB. Published on Dec 1, 2020.
TFEC Executive Committee Meeting Minutes - September 2020
95.12 KB. Published on Nov 1, 2020.
Fire Resistance of Mass Timber Structures
Timber Design Guide 2019-17
572.32 KB. Published on Aug 27, 2019.
Detailing Cross Laminated Timber Connections
Timber Design Guide 2019-15. Cross-Laminated Timber (CLT) panels are commonly used in timber structures. As with any structural element, proper detailing of the connections is crucial. Structures with practical connection details are usually cost-efficient and easy to fabricate and assemble, whereas poorly conceived connection details will often result in an overly costly structure plagued with difficulty.
913.94 KB. Published on Jun 19, 2019.
Detailing Glulam Timber Connections
Timber Design Guide 2019-16
1.03 MB. Published on Jun 19, 2019.
Mass Timber Floor Systems - vibration serviceability considerations
Timber Design Guide 2019-14
423.53 KB. Published on Jun 19, 2019.
Behavior of Statically Determinate and Indeterminate Rafters
1.24 MB. Published on Aug 29, 2018.
Effect of Moisture Content on Bending Strength of Timber
244.47 KB. Published on May 14, 2018.
TFEC Master Specification - Section 061719 Cross-Laminated Timber
22.02 KB. Published on Apr 19, 2018.
Keyed Through Tenon (KTT) Joints – Structural Design Guide
603.5 KB. Published on Aug 17, 2017.
Measuring the Bending Yield Strength of Timber Frame Pegs
The design of traditional timber frame connections relies heavily on the use of wood pegs to resist shear forces. Wood pegs differ from the metal fasteners traditionally used in the National Design Specification for Wood Construction (NDS) by having lower strength and stiffness properties and including a fifth yield mode in the design equations (TFEC 2010, AWC 2015). An interesting advantage of the lower strength of pegs is the ability to reduce the spacing requirements used for steel fasteners. One of the key properties in the design of wood peg connections is the dowel bending yield strength, Fyb. This term is present in both Mode III and IV yield limit equations in the NDS.
994.33 KB. Published on Feb 3, 2017.
TFEC Executive Committee Meeting Minutes - December 2016
60.42 KB. Published on Jan 1, 2017.