Younes AZZOUZI Posted May 16, 2017 Report Share Posted May 16, 2017 Bonjour, Je travaille sur un projet de conception de pont(longueur du tablier 16m, largeur de la chaussée 6m +2trottoires de 1m chacun, tirant d'air est de 5.3m, le substratume se trouve à -1.5m, sol moyen). J'ai choisi choisi comme variante un pont portique simple. Sauf sue je bloque dans la partie du calcul du tablier. Devrai-je utiliser la méthode de Guyon Massonnet ou bien y a t il une autre methode?(la traverse du portique est encastré aux piédroits, alors que la méthode de GM stipule que la dalle soit simplement appuiée). Quote Link to comment Share on other sites More sharing options...
breton2250 Posted May 17, 2017 Report Share Posted May 17, 2017 Quote Link to comment Share on other sites More sharing options...
Younesse Azzouzi Posted May 17, 2017 Report Share Posted May 17, 2017 Quote Link to comment Share on other sites More sharing options...
hsourou2 Posted June 7, 2017 Report Share Posted June 7, 2017 Quote Link to comment Share on other sites More sharing options...
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Joseph Nyetam Posted November 13, 2017 Report Share Posted November 13, 2017 Quote Link to comment Share on other sites More sharing options...
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breton2250 Posted January 24, 2018 Report Share Posted January 24, 2018 Quote Link to comment Share on other sites More sharing options...
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BELLAMINE Posted January 29, 2018 Report Share Posted January 29, 2018 Quote Link to comment Share on other sites More sharing options...
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