Guillaume5967 Posted May 8, 2013 Report Share Posted May 8, 2013 Bonjour, Je suis occupé de prédimensionner une paroi berlinoise. J'ai déterminer la fiche de mes fers en calcul la butée agissant sur leur largeur. Par contre comment trouver le moment maxi dans le fer, j'ai essayé une analogie avec le calcul des rideaux de palplanches ou paroi moulée je ne trouve jamais le point où l'effort tranchant s'annule ... Auriez vous de la doc ou une méthode approchée afin de le calculer en sécurité merci. Cordialement, Guillaume, Quote Link to comment Share on other sites More sharing options...
Expert breton2250 Posted May 8, 2013 Expert Report Share Posted May 8, 2013 Quote Link to comment Share on other sites More sharing options...
Expert breton2250 Posted May 8, 2013 Expert Report Share Posted May 8, 2013 Quote Link to comment Share on other sites More sharing options...
Guillaume5967 Posted May 8, 2013 Author Report Share Posted May 8, 2013 Quote Link to comment Share on other sites More sharing options...
abdelkrim3x Posted May 8, 2013 Report Share Posted May 8, 2013 (edited) Edited May 8, 2013 by abdelkrim3x Quote Link to comment Share on other sites More sharing options...
Guillaume5967 Posted May 8, 2013 Author Report Share Posted May 8, 2013 Quote Link to comment Share on other sites More sharing options...
abdelkrim3x Posted May 8, 2013 Report Share Posted May 8, 2013 Quote Link to comment Share on other sites More sharing options...
Guillaume5967 Posted May 8, 2013 Author Report Share Posted May 8, 2013 Quote Link to comment Share on other sites More sharing options...
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abdelkrim3x Posted May 8, 2013 Report Share Posted May 8, 2013 Quote Link to comment Share on other sites More sharing options...
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