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salam les civilmanistes

j' ai  une structrure methalique  à  poser sur une structure en béton deja existant , avec des joint sismiques qui  traverse  la zone  ou  nous voulons posé la structure mèthalique, mon problème est  :est ce que je peux avoir  des appuis mètallique flexible qui peuvent subir une mouvement horizontale

merci  de vous  m aidez à trouvez une solution executable   

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