redouane75 Posted June 12, 2015 Report Share Posted June 12, 2015 Bj je transmets ci joint un plan de coffrage d une poutre continue avec double console qui supportent des charge ponctuelle G=38T Q=8T ça fait un moment que j essai de sortir un plan de ferraillage cohérent mais en vin:trop de message d erreur que ce soit sur arch ou sur robot est ce que qq1 pourrait poster un modèle avec les paramètres adéquats pour ce genre de calcul?merci coffrage etage.rar Quote Link to comment Share on other sites More sharing options...
AITELHADJ Farid Posted June 12, 2015 Report Share Posted June 12, 2015 Quote Link to comment Share on other sites More sharing options...
redouane75 Posted June 14, 2015 Author Report Share Posted June 14, 2015 Quote Link to comment Share on other sites More sharing options...
CYPE France Posted June 15, 2015 Report Share Posted June 15, 2015 Quote Link to comment Share on other sites More sharing options...
CYPE France Posted June 15, 2015 Report Share Posted June 15, 2015 Quote Link to comment Share on other sites More sharing options...
CYPE France Posted June 15, 2015 Report Share Posted June 15, 2015 Quote Link to comment Share on other sites More sharing options...
redouane75 Posted June 15, 2015 Author Report Share Posted June 15, 2015 Quote Link to comment Share on other sites More sharing options...
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