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003			UA-KpCNTU
005			20250520124642.0
008			250211b un |||| |||| 00| 0 eng d
040			_cЦНТУ _aUA-KpCNTU
041			_aeng
245			_aArchitectural and constructive decisions of a triangular reinforced concrete arch with a self-stressed steel brace _h[Тext] _c / O. Semko, А. Hasenkо, A. Fenkо [et al.]
260			_aКропивницький : _bЦНТУ, _c2020.
300			_aС. 209-217.
490			_aЦентральноукраїнський науковий вісник. Технічні науки _vВип. 3(34)
500			_aThe article describes the influence of overall dimensions, namely the ratio of lifting height to the span of the triangular reinforced concrete arch of the coating, to the change in internal forces in its cross sections. The change of axial force in steel rods and reinforced concrete half-panels and the change of bending moment in reinforced concrete half-panels depending on the angle of inclination of roof are determined. According to the obtained values of the effort, the required diameters of the working reinforcement and its cost are determined.
653			_atriangular reinforced concrete arch of a covering
653			_aself-stressed brace
653			_aarchitectural and constructive decisions
700			_aSemko O.
700			_aHasenkо А.
700			_aFenkо A.
700			_aJ Godwin Emmanuel B. Arch.
700			_aDariienko, V.
773	0		_tЦентральноукраїнський науковий вісник. Технічні науки. Вип. 3/34 _dКропивницький : ЦНТУ, 2020 _w247 _x2664-262X
856			_uhttps://dspace.kntu.kr.ua/handle/123456789/10455 _yРепозитарій Центральноукраїнського національного технічного університету
942			_2udc _n0 _cIR
999			_c355 _d355