Overview
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Read the articleAUTHOR
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Michel LORRAIN: Ponts et Chaussées civil engineer - University Professor
INTRODUCTION
In this article, which follows on from the form on circular rings
and arches with varied end conditions
Without going back over the geometrical and mechanical resistance
characteristics of the usual sections, which were the subject of a
previous article
The results of the most frequent simple load cases are shown in the table 1 at the end of this article.
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