janyour Posted August 17, 2011 Report Share Posted August 17, 2011 salame mes amis...pour introduire les efforts statiques sue etabs on peut déclarer les forces statiques sx et sy (define static load case names) et on les affecte le coefficient ADQ/R (base shear coefficient) ma question est comment choisir la direction (direction and eccentricity) pour sx par exemple esq on prend X DIR ou X DIR+ECCEN Y, ou X DIR -ECCEN Y ????? Quote Link to comment Share on other sites More sharing options...
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