The study is aimed at clarifying the calculation scheme of the high-rise reinforced concrete building with the construction phase in the program complex “Lira-SAPR”. In this article the method of calculation of reinforced concrete frame taking into account the module “the installation” is proposed. The comparative characteristics and efforts of the two variants of the calculation schemes are given, the analysis of longitudinal forces arising in the columns, in particular the last floors, as well as some local bending moments, overlapping slabs when temporary material warehouses are formed on them. The article makes a conclusion about correctness of calculation scheme taking into account stage of construction of all reinforced concrete frame
Gabova et al. (Mon,) studied this question.