Determination of the capacity of the plate of the monolithic reinforced concrete with the steel profiled floor working in the two directions
N.G. Gonshakov, Cand. tech. Sciences, Assoc .;
A.G. Gonshakov, Cand. econ. Sciences, Assoc .;
M.S. Sergeev, Cand. tech. sciences;
M.O. Lisyatnikova, graduate student Vladimir State University by Alexander Grigorievich and Nikolai Grigorievich Stoletovs
Abstract. The introduction of monolithic reinforced concrete floors with steel profiled flooring, designed according to the theory of constructively orthotropic thin rigid slabs designed to take account of their operation in two directions, allows to reduce the consumption of steel to 50%, concrete to 8% and to reduce the labor costs on the construction site to 22%.
Key words: monolithic reinforced concrete floor with steel profiled flooring, orthotropic thin rigid plates, bending moments.