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Strength of eccentrically tensioned reinforced concrete structures with small eccentricities by normal sections
Przegląd Naukowy Inżynieria i Kształtowanie Środowiska
It is implemented the method of normal rectangular sections slab (shell) reinforced concrete elements strength calculating with flat eccentric tensile strength using the deformation m ethod. The results of the calculation are analyzed for the case of eccentric tension with small eccentricities with varying next parameters: the height of the cross section and the reinforcement coefficient. It is investigated the character of diagrams condition change of section "N – εc(1)" at gradual change ofdoi:10.22630/pniks.2021.30.3.36 fatcat:txfkz44b7bagxp6wv4oqie2z4m