francois34 Posted September 13, 2012 Report Share Posted September 13, 2012 Bonjour, J'aimerai pour une même modélisation sous Robot d'un pont mixte, rentrer le module d'élasticité effectif (charges permanentes) Eceff et le module d'élasticité sécant Ecm (charges variables) du béton. Comment peut-on faire, faut-il prendre un module moyen ? Merci beaucoup. Quote Link to comment Share on other sites More sharing options...
keuj84 Posted September 13, 2012 Report Share Posted September 13, 2012 Quote Link to comment Share on other sites More sharing options...
francois34 Posted September 14, 2012 Author Report Share Posted September 14, 2012 Quote Link to comment Share on other sites More sharing options...
keuj84 Posted September 14, 2012 Report Share Posted September 14, 2012 Quote Link to comment Share on other sites More sharing options...
DIOUFO Posted May 26, 2015 Report Share Posted May 26, 2015 Quote Link to comment Share on other sites More sharing options...
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