CALCULATEUR Posted June 14, 2012 Report Share Posted June 14, 2012 Bonjour, nous avons realiser un mur de soutenement voir document en piece jointe. il y'a l'apparition de fissure environ 2 mois apres. la surcharge sur la rampe est de 2T/m² ( zone de circulation de voiture). hauteur (variable) maxi 1.67m Nos hupotheses : Beton C30/37 acier fe500 enrobage mini : 4 cm fissuration préjudiciable JD tous les 25m (chantier en région parisienne) calcul suivant bael 99 question : A quoi est du l'apparition de ses fissures ? 3 Quote Link to comment Share on other sites More sharing options...
Floyd-Ing Posted June 14, 2012 Report Share Posted June 14, 2012 1 Quote Link to comment Share on other sites More sharing options...
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abdeslam-brahim Posted June 14, 2012 Report Share Posted June 14, 2012 1 Quote Link to comment Share on other sites More sharing options...
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