Stress-Strain State of the Elements of a Timber-To-Timber Joint Connected by Inclined Screwed-In Rods

The paper considers the stress–strain state of the timber-to-timber joint elements on inclined screwed-in rods. Experimental studies of timber-to-timber joints were performed for three types of connections: screws with anchorage details, screws, and threaded rods. The connections are established with the angle of deviation of the connecting element from the normal to the shear plane—45°.