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ABSTRACT
During the renovation of roof trusses and roof structures, damaged wood must be replaced with new wood. To keep the original material adjustment slab joints can be used. Unfortunately, this type of joint has not been observed from the structural perspective. The shape of the joint, the inclination of its faces, the type and the number of connectors still represent an unknown area. A simplified analytical model is briefly derived in the article and the effect of the face inclination is solved. The results obtained from experiments are compared with the results from the model.
Additional information
Funding
The article was written with support from the Ministry of Culture’s project NAKI grant project – DF12P01OVVOO4 – Design and Assessment of Wooden Carpenter’s Joints of Historical Structures.