Shear in Mortise and Tenon connection
Shear in Mortise and Tenon connection
(OP)
Hello,
I am reviewing an existing old structure, of which most joints are mortise and tenon. Please see attached sketch.
my question is: do you take the shear resistance at the face of the column where the section of the beam is reduce or at d distance from the face of the column. I should note that the joints don't have shoulder. Thanks for the help.
I am reviewing an existing old structure, of which most joints are mortise and tenon. Please see attached sketch.
my question is: do you take the shear resistance at the face of the column where the section of the beam is reduce or at d distance from the face of the column. I should note that the joints don't have shoulder. Thanks for the help.






RE: Shear in Mortise and Tenon connection
RE: Shear in Mortise and Tenon connection
Mike McCann
MMC Engineering
http://mmcengineering.tripod.com
RE: Shear in Mortise and Tenon connection
RE: Shear in Mortise and Tenon connection
RE: Shear in Mortise and Tenon connection
Dik