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semelle excentrée sous deux poteaux


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je suis en train de calculer un r+4 + sous sol et mezanine, au niveau des fondations je suis confronté à un petit soucis, je suis contrains , pour des raisons de mitoyenneté d'adopter des semelles excentrées, en particulier pour les deux semelles entourées en rouge sur le plan ci joint, q sol= 2.5 bars comment peut t on proceder da 

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