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chargement AL pont


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Sur Robot Structural Analysis , comment je peux calculer les sollicitations issues de la charge AL pour une plaque à six travées réparties comme suit  15-24-24-24-24-15m. Est-ce que je dois envisager tout les cas de charges ( travées paires / impaires ) ? Ou bien utiliser les lignes d'influence , dans ce cas , comment ? 

Merci d'avance

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