General theory of reinforced concrete as the base of the calculations in the norms of the future
The totality of concrete and reinforced concrete elements(RCE) designs, accepted in Eurocode 2 and project fib Model Code 2010, is analyzed on the base of system approach. it is noted the absence or incompleteness of links between partial and general designs, leading to the derivation impossibility of designs under partial stress-strain state (sss) from designs for more generalsss, that according to the system analysis means the insufficient development level of considered designs. The reason of the lack is the absence of the enough General Theory of Reinforced Con-crete (GTRC). it is considered the version of GTRC, including the generalized properties of concrete, reinforcement and reinforced concrete, generalized models of RCE and their general design methods on limit states under different sss