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FORMULE de weibull et cacul taux de travail


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jai un projet de construction dun batiment sans sous sol,le sondage est fait a 2 metre ou en retrouve du gres calcaire poreux avec un resistance a la compression de 3 MPA,en appliquant la formule de weibull pr le calcul du taux de travail je sais pas exactement quelle valeur donner au facteur de securite F sachan quil oscill entre 5 et 25.Merci davance

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