SC Ouffoué Posted March 27, 2019 Report Share Posted March 27, 2019 Bonjour, J'aimerais avoir une indication sur comment prendre compte les murs en parpaing lors d'une descente de charge. Sachant que ceux-ci ont une charge permanente donnée en m3 (entre 11 et 13 kN/m3 pour les parpaings creux). Je ne sais pas comment les considérer lorsque je calcule des poutres ou des poteaux. Ma question est comment les considérer lorsque je fais un dimensionnement ? Quote Link to comment Share on other sites More sharing options...
Bisudi Bazola Aimé Posted March 28, 2019 Report Share Posted March 28, 2019 (edited) Edited March 28, 2019 by Bisudi Bazola Aimé 2 Quote Link to comment Share on other sites More sharing options...
SC Ouffoué Posted March 28, 2019 Author Report Share Posted March 28, 2019 Quote Link to comment Share on other sites More sharing options...
Bisudi Bazola Aimé Posted March 28, 2019 Report Share Posted March 28, 2019 (edited) Edited March 28, 2019 by Bisudi Bazola Aimé 2 Quote Link to comment Share on other sites More sharing options...
SC Ouffoué Posted March 28, 2019 Author Report Share Posted March 28, 2019 1 Quote Link to comment Share on other sites More sharing options...
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