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Charge localisée au coin d'une dalle


ucefelmir
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Bonjour,

vous trouvez ci-joint un schéma d'une dalle pleine en porte à faux de 2m supportant à ses coins des poteaux de 25x25. la charge amenée par chaque poteau est Nu=3t. autre les vérifications suivantes:

 - flexion

 - Flèche

 - poinçonnement

Quelles sont les les dispositions à prendre en compte? faut il prévoir un chainage (noyé) autour de la dalle?

 

 

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