Arkhoide Posted April 22, 2011 Report Share Posted April 22, 2011 Salut. Comment calcules on les efforts tranchants dans les linteaux et moments dans les refends à plusieurs fils d'ouverture. Aussi, dans davidovici il est donné une formule général en fonction d'un coefficient lié au coefficient de monolithisme et au type de chargement (vent ou sismique) mais elle donne des moment négatifs dans les refends contrairement à celle simplifié...Des idées dessus ? Quote Link to comment Share on other sites More sharing options...
keraz Posted April 22, 2011 Report Share Posted April 22, 2011 1 Quote Link to comment Share on other sites More sharing options...
Arkhoide Posted April 22, 2011 Author Report Share Posted April 22, 2011 Quote Link to comment Share on other sites More sharing options...
Arkhoide Posted April 27, 2011 Author Report Share Posted April 27, 2011 Quote Link to comment Share on other sites More sharing options...
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