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Information × Registration Number 0209U008149, 0106U000647 , R & D reports Title Development bases theoty optimal tolpology and theory estimation of steel construction with-wed profiles asymmetrical cross-secthson braced at the metal floor deckind. popup.stage_title Head Bylik Sergei Ivanovich, Registration Date 29-01-2009 Organization Kiev National University of bildiny and tecture popup.description2 There were conducted a theoretical and experimental researches thin-wed cold profiled beams of symmetrical nonsymmetrical cross-section, restrained by the steel profiled sheeting. There was precised the metod of bearing capacity.analysis on bending moment and shear force for the beam with the ratio of beam height to its thickness 50<h/t<200. There was developed the new method of bearing capacity definition for the thin-wad cold profiled beams with the ratio of beam height to its thickness 50<h/t<200, restrained by the steel profiled sheeting/ There was developed the method of buildings skeletons elements analysis, made from the thin-wed cold profiled steel elements/ The analysis of experimental and theoretical researches, indicated the truth of the theoretical regulations and physical and mechanical model of thin-wed cold profiled beam, restrained by the steel profilel sheeting5635 Product Description popup.authors popup.nrat_date 2020-04-02 Close