Determination of ultimate limit state curves for rectangular sections of reinforced concrete with simetric and non-simetric reinforcement
DOI:
https://doi.org/10.3989/ic.1991.v43.i416.1368Abstract
This paper shows an algorithm that allows to determine the M, N curves at ultimate limit state for rectangular sections of reinforced concrete, with simetric and non-simetric reinforcement, for any kind of concrete, cover and steel reinforcement. The use of this program, based on the parabolic-rectangular model, makes innecessary to utilize of theoretical abacus and tables. It's a valid procedure to check concrete structures in real conditions of stress and reinforcement.
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