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Publication 60 European recommendations for the design of longitudinally stiffened webs and of stiffened compression flanges

Publication Year

1990

Document Status

Withdrawn

Abstract

Concerns usual plated structures with webs subject mainly to in-plane bending and flanges subject to axial forces. Considers ultimate limit state in terms of effective width approach and effective stress approach (an alternative design procedure) for longitudinally stiffened webs of plate and box girders. Covers design of stiffeners. Addresses ultimate and serviceability limit states for stiffened compression flanges of box girders.

Publisher Information

European Convention for Constructional Steelwork

The European Convention for Constructional Steelwork is the federation of the national associations of steelwork industries, a worldwide network of industrial companies, universities and research institutes.

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