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[null,null,"Calcul des facteurs de qualité Qf des structures en béton armé"]
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[]
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[null,"Données de la structure"]
[null,"Nombre total d'étages",null,4,null,"Regularite en Plan",null,null,"(§ 3.7.1.a)"]
[null,null,null,null,null,"Regularite en Elevation",null,null,"(§ 3.7.1.b)",null,"Categorie (a)","(§ 3.8)"]
[null,null,null,null,null,"Conditioins Minimales sur le Nbr des Etages",null,null,"(§ 3.8)",null,"Categorie (b)","(§ 3.8)"]
[null,"Système de Contreventement",null,null,null,"Conditions Minimales sur les Travees",null,null,"(§ 3.8)",null,"Categorie (c)","(§ 3.8)"]
[null,"Catégorie de pondération",null,null,null,"Redondance en Plan",null,null,"(§ 3.8)"]
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[]
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[null,"a1: Configuration sensiblement symetrique en 02 directions"]
[null,"b1 : Presence d'element porteur vertical discontinu"]
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[null,null,"Centre de masse",null,"Centre de rigidité",null,"Dimensions Etage",null,"Nombre de travées",null,"Parties entrantes et saillantes",null,null,null,"Par plancher",null,"Propriétés du plancher"]
[null,"Etages","CM_XG (m)","CM_YG (m)","CR_XR (m)","CR_YR (m)","Lx (m)","Ly (m)","Suivant X","Suivant Y","l1_x (m)","l2_x (m)","l1_y (m)","l2_y(m)","Surface plancher (m2)","Surface ouverture (m2)","Masse (kg)","Kx (KN/m)","Ky (KN/m)"]
[null,1,9.3000000000000007,5.08,9.2799999999999994,3.53,19,13.05,5,2,3.6,0,1.35,1.3,188.46,19.8,285816.08,279707.11297071126,315724.77064220182]
[null,2,9.3000000000000007,5.08,9.2799999999999994,3.83,19,13.05,5,2,3.6,0,1.35,1.3,188.46,19.8,285724.63,156893.07330195024,210914.76091476093]
[null,3,9.3000000000000007,5.08,9.2799999999999994,3.83,19,13.05,5,2,3.6,0,1.35,1.3,188.46,19.8,285724.63,144452.21445221442,201578.05907172998]
[null,4,9.3000000000000007,5.1100000000000003,9.3000000000000007,5.3,19,13.05,5,2,3.6,0,1.35,1.3,208.26,0,292070.92,137133.47921225385,175041.03165298945]

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[null,null,"Valeur du facteur de qualite"]
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[]
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[null,null,"Systeme de Contreventement",null,null,8]
[null,null,"Categorie de Ponderation",null,null,"c"]
[]
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[null,null,"Valeur du facteur de qualite Qf = ",null,null,null,1]