ait amar jugurtha Posted November 23, 2012 Report Share Posted November 23, 2012 bonjour tout le monde je travaille sur un projet portuaire (quais) formé par des element préfabriqué en béton armé, il y a certaines pieces (en forme de L) qui ont un poids de 50 T, qu"lle est la durée minimale a attendre avant de proceder au deplacement de ces element, et y a t'il une note de calcule a utiliser pour verifier tout ça. par ailleurs, comment peut ont dimensionner les crochet de manutention des elemnts préfabriqués, es que ils sont calculé a l'ELS ou à l'ELU merci Quote Link to comment Share on other sites More sharing options...
Expert breton2250 Posted November 25, 2012 Expert Report Share Posted November 25, 2012 1 Quote Link to comment Share on other sites More sharing options...
Guillaume5967 Posted November 26, 2012 Report Share Posted November 26, 2012 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted November 27, 2012 Report Share Posted November 27, 2012 Quote Link to comment Share on other sites More sharing options...
ait amar jugurtha Posted November 28, 2012 Author Report Share Posted November 28, 2012 Quote Link to comment Share on other sites More sharing options...
jef jefry Posted July 27, 2016 Report Share Posted July 27, 2016 Quote Link to comment Share on other sites More sharing options...
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