Abstract:
An experimental campaign on traditional diagonal front notched timber joints was carried out in order to
assess their rotational behaviour. This campaign included ten different test conditions, comprising some of the most
frequently observed configurations of the rafter and tie beam joint in Portuguese roof structures. The joints' mechanical
behaviour was appraised with regard to their geometric parameters, presence of metal fastening devices and moisture
content of timber. The experimental results show that the joint's response is different when opening or closing the skew
angle and that specific load bearing mechanisms dictate the different performances exhibited by each typology.
