Optimum predesign of composite steel-concrete sections: criterions of Eurocode 4
DOI:
https://doi.org/10.3989/ic.2001.v53.i474.660Abstract
The analysis of composite steel-concrete beams requires to set, previously. the dimensions of each part of the beam for proceeding after that to adjuste them by un iterative process up to reach a reasonable approximation; the initial definition of that kind of sections is not easy because are involved a great number of parameters. This paper develops a direct procedure for obtaining the above mentioned pre-design of the beam including optimization criteria and a practica1 application by the use of tables containing usual edification situations.
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