SIHAMAITTTTT Posted June 19, 2019 Report Share Posted June 19, 2019 Bonjour; J'ai modélisé une structure R+15 dont j'ai trouvé les effort normaux dans les poteaux des voiles de contreventement élevés alors: puis- je calculer les dimensions des poteaux sans prendre en compte les poteaux des voiles?"en négligeant les efforts normaux dans les poteaux des voiles" Merci pour vos réponses. Citation Quote Link to comment Share on other sites More sharing options...
abel Posted June 19, 2019 Report Share Posted June 19, 2019 Quote Link to comment Share on other sites More sharing options...
SIHAMAITTTTT Posted June 19, 2019 Author Report Share Posted June 19, 2019 Quote Link to comment Share on other sites More sharing options...
abel Posted June 19, 2019 Report Share Posted June 19, 2019 Quote Link to comment Share on other sites More sharing options...
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