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Direction Et Eccentricity Sur Etabs


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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 ?????

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