Robbiee
Structural
- Jan 10, 2008
- 285
This barn I am reviewing will be constructed at a different location than its original one. When checking the mortise and tenon connections, The pegs, ( wood dowels) are not adequate to resist the uplift loads at the posts to purlins connections. Can I rely on glue to transfer the loads? If the tenon is fully engaged, its capacity in tension is adequate. The cross section of the tenons is 1-1/2" x 7". I know glue is used with M+T joints but not sure if it is used in large joints of barns/houses.
Any comments are welcome. Thanks for the help.
Any comments are welcome. Thanks for the help.