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Withdrawn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.
General Secretariat
32 Avenue des Ombrages
bte 20
Brussels
ECCS
Belgium
Website: http://www.steelconstruct.com
Email: eccs@steelconstruc.com
Tel: +32 (0)2 762 0429