Distribution of efforts and deformations in wooden arches with magnifying pliable joints
The distortion character and force distribution in arches and semi-arches with joins on sites, which flexural rigidity differs from the flexural rigidity of sections of arches and semi-arches are examined in the article. The calculations of constructions at the moment of impact of total uniform loading and loading distribution according to cosine law are carried out. The nature of deflection distribution and bending moments in constructions is found out by the results of research.