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The calculation results for assembling monolithic spans are described. The data obtained during calculations are analyzed; the necessity of calculation of spans of this type at a few stages of including separate elements into work is determined. The comparative calculation of spatial models in the LIRA SOFTWARE is conducted.doaj:dfe61b6f144842d5972bf3ad19a22f1f fatcat:buyf6rqmizdq3ge7qyfeuimyla