MOU123 Posted May 25, 2020 Report Share Posted May 25, 2020 BONJOUR, S'il vous plait j'ai besoin de votre aide . lorsque je modélise une poutre continue sur robot RSA , j'obtiens le résultat du diagramme du moment suivant. normalement on devra avoir un moment nul au niveau des appuis de rive ce qui n'est pas le cas . en plus, les résultats sont totalement différents avec celle données par RDM6 !! est ce qu'on doit activer le relâchement des barres (articulation) aux niveaux des extrémités ? et comment modéliser une poutre continue hyperstatique sur Robot ?! MERCI D'AVANCE Quote Link to comment Share on other sites More sharing options...
genieyas Posted May 25, 2020 Report Share Posted May 25, 2020 Quote Link to comment Share on other sites More sharing options...
MOU123 Posted May 25, 2020 Author Report Share Posted May 25, 2020 Quote Link to comment Share on other sites More sharing options...
genieyas Posted May 25, 2020 Report Share Posted May 25, 2020 1 Quote Link to comment Share on other sites More sharing options...
MOU123 Posted May 25, 2020 Author Report Share Posted May 25, 2020 Quote Link to comment Share on other sites More sharing options...
genieyas Posted May 25, 2020 Report Share Posted May 25, 2020 1 Quote Link to comment Share on other sites More sharing options...
ucefelmir Posted May 26, 2020 Report Share Posted May 26, 2020 1 Quote Link to comment Share on other sites More sharing options...
MOSSI Posted September 10, 2020 Report Share Posted September 10, 2020 (edited) Edited September 10, 2020 by MOSSI Erreur d'orthographe Quote Link to comment Share on other sites More sharing options...
MAKER Posted September 13, 2020 Report Share Posted September 13, 2020 Quote Link to comment Share on other sites More sharing options...
hachcham Posted April 22, 2021 Report Share Posted April 22, 2021 (edited) Edited April 22, 2021 by hachcham Quote Link to comment Share on other sites More sharing options...
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