Abstract
This paper presents generalized design equations for concretesteel composite girders. The equations evaluate the ultimate positive and negative flexural resistances of a composite section by addressing the issues of different design classes, varying locations of the neutral axis, and the possibility for either pseudoplastic or elastoplastic design. The equations may be readily implemented into design programs or spreadsheets.Key words: bridge, composite girders, design equations, elastic, elastoplastic, plastic, psuedoplastic.
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