. "8"^^ . "17679" . "FUNCTIONALITY DETERMINATION BY THE ANALYTICAL CALCULATION"@en . "27230" . . . . "0254-0223" . "FUNCTIONALITY DETERMINATION BY THE ANALYTICAL CALCULATION"@en . . "RIV/61989100:27230/14:86089939" . "[F9327FA2E8C9]" . "PT - Portugalsk\u00E1 republika" . . "Fries, Ji\u0159\u00ED" . . . "8" . "1"^^ . "Ciencia e Tecnica Vitivinicola" . "1"^^ . "FUNCTIONALITY DETERMINATION BY THE ANALYTICAL CALCULATION" . "29" . . "pipeline, operability, saddle, main beam"@en . "P(ED2.1.00/03.0082), S" . "RIV/61989100:27230/14:86089939!RIV15-MSM-27230___" . . "In the following chapters are performed calculations of load parameters of a pipeline saddle main beam at a depth of 929 m in the pit no. 2 of the Lazy Mine, o.z. of OKD, a.s. (NWR). We consider individual profiles as beams on two hinged supports, since for the period of the pit operation it is possible to think, that at the point of fixing the profiles into concrete masonry a slight deformation took place." . . . "http://ciencia-e-tecnica.org/view.php?v=29&i=8" . . "FUNCTIONALITY DETERMINATION BY THE ANALYTICAL CALCULATION" . . "In the following chapters are performed calculations of load parameters of a pipeline saddle main beam at a depth of 929 m in the pit no. 2 of the Lazy Mine, o.z. of OKD, a.s. (NWR). We consider individual profiles as beams on two hinged supports, since for the period of the pit operation it is possible to think, that at the point of fixing the profiles into concrete masonry a slight deformation took place."@en . . . .