Несуча здатність та прогини фібропінобетонних балок, армованих канатною арматурою малого діаметру
The article is devoted to the study of carrying capacity and bending deflections of fiber-reinforced non-autoclaved foam concrete structures reinforced by steel ropes. The relevance of such research caused by the fact that the implementation of protecting and supporting structures of reinforced foam concrete is economically efficient. The greatest heat loss in buildings observed through the so-called “cold bridges”, which include window and door lintels. Implementation of cellular concrete lintels solve the problem of insulation.