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qui peut me répondre a ces questions


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1)le role des armatures de coutures et ou sont necessaires?

2)pourquoi le probleme de fissuration existe pour les constructions en béton armé?

3)comment evolué l'axe neutre dans une section en beton armé?

4)quels genres de rupture peut on avoir dans une section en B.A?

5)relaxation des armatures?

6)la poussé au vide?

et merci.

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