Bridge over the St. Prex Boinon, on the Lausanne - Geneve Motor Road
DOI:
https://doi.org/10.3989/ic.1968.v20.i199.3911Abstract
The project consists of twin bridges, running side by side, and built one after the other. The same formwork to support reinforcement was used for both bridges, by merely moving the formwork parallel to itself, after the first bridge was completed. The bridges are of prestressed concrete, and have five spans of 56, 14, 70, 14 and 56 m, with a total length of 210 m. The deck is 2.60 m high and consists of two main girders of constant height, mutually attached by tie members, and resting on twin columns, of considerable slenderness, of reinforced concrete, and approximately 20 m high. The article describes the design procedure, the static structural calculations, the prestressing operations and some constructional details.
Downloads
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 1968 Consejo Superior de Investigaciones Científicas (CSIC)

This work is licensed under a Creative Commons Attribution 4.0 International License.
© CSIC. Manuscripts published in both the print and online versions of this journal are the property of the Consejo Superior de Investigaciones Científicas, and quoting this source is a requirement for any partial or full reproduction.
All contents of this electronic edition, except where otherwise noted, are distributed under a Creative Commons Attribution 4.0 International (CC BY 4.0) licence. You may read the basic information and the legal text of the licence. The indication of the CC BY 4.0 licence must be expressly stated in this way when necessary.
Self-archiving in repositories, personal webpages or similar, of any version other than the final version of the work produced by the publisher, is not allowed.