serge49 Posted March 23, 2011 Report Share Posted March 23, 2011 Bonjour, Je cherche à dimensionner une plaque d'ancrage pour un tirant d'enserrement dans le cadre du renforcement d'un pont en maconnerie. Le tirant traverse de part et d'autre le pont. Dans le CCTP type du SETRA, il indique qu'il faut positionner un UPN 160. (Cf image jointe) Cependant, je souhaiterai justifier cette disposition, quelle est la modélisation à adpoter, sachant que j'ai un effort de 15 t dans le tirant. Le profilé métallique fait 1m de long. Merci Serge Quote Link to comment Share on other sites More sharing options...
Isat Posted March 23, 2011 Report Share Posted March 23, 2011 1 Quote Link to comment Share on other sites More sharing options...
serge49 Posted March 23, 2011 Author Report Share Posted March 23, 2011 Quote Link to comment Share on other sites More sharing options...
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scorpion Posted March 23, 2011 Report Share Posted March 23, 2011 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted March 24, 2011 Report Share Posted March 24, 2011 Quote Link to comment Share on other sites More sharing options...
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