Abstract:<p>The design of cable supported bridges of short to medium spans requires the resolution of how to
separate the load and effect of the major components of permanent loading: Gravity and
Prestressing.
<p>The Eurocode allows to use the same Ultimate Limit State factor for the Gravity “G” and the
Prestressing “P” for flexible bridges and prescribes to use different factors for stiff bridges.
<p>However, there is no clear definition in the Eurocode of when a bridge can be considered flexible.
Th… Show more
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